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HomeMy WebLinkAboutWVL 92 truss engineering16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 15,2019 Liu, Xuegang Pages or sheets covered by this seal: I38179818 thru I38179947 My license renewal date for the state of Indiana is July 31, 2020. B19902250 McKenzie 92 Westvale IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179818 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vUJLECT_1KkvDVxg304rPUTSzj1GBzNqNGJKT4ynbC6 Scale = 1:23.3 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 4-0-7 4-0-7 -1-6-5 1-6-5 4-0-7 4-0-7 1-7-84-0-93-9-10-3-84-0-97.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=333/0-3-8, 4=155/0-1-8 Max Horz 5=81(LC 5) Max Uplift 5=-36(LC 5), 4=-117(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298/35 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 5 and 117 lb uplift at joint 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 110 lb up at 1-7-6, and 44 lb down and 73 lb up at 3-3-4 on top chord, and 6 lb down and 35 lb up at 1-7-6, and 9 lb down and 17 lb up at 3-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 6=27(B) 7=-5(F) 8=6(B) 9=-8(F) August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179819 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vUJLECT_1KkvDVxg304rPUTSKj1jBzIqNGJKT4ynbC6 Scale = 1:23.7 1 2 3 5 4 6 7 8 9 8x8 2x4 4x6 4-10-4 4-10-4 -1-6-5 1-6-5 4-10-4 4-10-4 1-2-134-1-123-10-40-3-84-1-127.20 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:Edge,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=384/0-5-8, 4=200/0-1-8 Max Horz 5=100(LC 5) Max Uplift 5=-25(LC 5), 4=-85(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-341/36 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 5 and 85 lb uplift at joint 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 48 lb up at 2-5-3, and 56 lb down and 63 lb up at 3-3-4 on top chord, and 3 lb down and 23 lb up at 2-5-3, and 3 lb down and 16 lb up at 3-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 8=4(B) 9=1(F) August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179820 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-NgtkSYUcoesmqfWtdkb4yi0c07MuwQVzcw3u?WynbC5 Scale = 1:35.8 1 2 3 5 4 6 7 8 92x4 4x6 2x4 4x6 4-10-12 4-10-4 -1-6-5 1-6-5 4-10-12 4-10-12 3-7-16-6-56-2-130-3-86-6-57.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.18 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.03 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=389/0-4-13, 4=206/0-1-8 Max Horz 5=111(LC 4) Max Uplift 5=-86(LC 3), 4=-238(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-342/11 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 5 and 238 lb uplift at joint 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 24 lb up at 2-5-11, and 56 lb down and 64 lb up at 3-3-4 on top chord, and 45 lb down and 158 lb up at 2-5-11, and 22 lb down and 78 lb up at 3-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179821 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-NgtkSYUcoesmqfWtdkb4yi0d27MfwQWzcw3u?WynbC5 Scale = 1:32.6 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 4-10-7 4-10-7 -1-6-5 1-6-5 4-10-7 4-10-7 2-11-125-10-135-7-50-3-85-10-137.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=387/0-3-8, 4=205/0-1-8 Max Horz 5=101(LC 4) Max Uplift 5=-58(LC 3), 4=-199(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-342/6 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 5 and 199 lb uplift at joint 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 23 lb up at 2-5-6, and 56 lb down and 64 lb up at 3-3-4 on top chord, and 28 lb down and 121 lb up at 2-5-6, and 14 lb down and 63 lb up at 3-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss CG06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179822 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-rtQ6fuVEZy_dSp53BR6JUvYoSWh?frC6qaoRXzynbC4 Scale = 1:33.2 1 2 3 4 8 7 6 5 9 10 11 12 4x6 4x6 2x4 2x4 4x6 5x12 4x6 3-7-13 3-7-13 6-11-4 3-3-6 -1-6-5 1-6-5 3-7-13 3-7-13 6-11-4 3-3-6 1-7-85-9-74-5-151-3-84-9-71-0-07.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.13 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 7 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=497/0-3-8, 5=338/0-1-8 Max Horz 8=134(LC 5) Max Uplift 8=-60(LC 5), 5=-157(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-461/102, 2-3=-389/128 BOT CHORD 5-6=-168/272 WEBS 2-6=-98/261, 3-5=-325/201 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 8 and 157 lb uplift at joint 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 47 lb up at 2-0-3, and 56 lb down and 67 lb up at 3-8-7, and 46 lb down and 74 lb up at 4-6-3 on top chord, and 6 lb down and 32 lb up at 2-0-3, and 23 lb down and 30 lb up at 3-6-1, and 32 lb down and 39 lb up at 4-6-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 7=-23(B) 11=5(F) 12=-19(F) August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179823 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-J3_UtEVsKF6U4ygFl9dY175ojwzOOGBG3EY_4PynbC3 Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 3x8 4x6 3x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-10-0 17-10-0 8-10-8 8-10-8 17-10-0 8-11-8 19-1-8 1-3-8 3-2-412-0-123-1-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.88 0.44 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.00 (loc) 15-16 15-16 17 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-24,7-25,6-26,9-23,10-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-24, 7-25, 6-26, 9-23, 10-22 REACTIONS.All bearings 17-10-0. (lb) - Max Horz 32=-320(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 27, 28, 30, 23, 22, 21, 20, 19 except 32=-661(LC 4), 17=-591(LC 5), 31=-556(LC 5), 18=-617(LC 4) Max Grav All reactions 250 lb or less at joint(s) 25, 26, 27, 28, 30, 23, 22, 21, 20, 19 except 32=592(LC 5), 17=642(LC 4), 24=344(LC 7), 31=627(LC 4), 18=560(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-285/331, 1-2=-262/314, 4-5=-39/254, 5-6=-36/306, 6-7=-39/376, 7-8=-41/382, 8-9=-38/382, 9-10=-35/376, 10-11=-33/306, 11-12=-36/253, 14-15=-293/317, 15-17=-314/322 WEBS 8-24=-464/0, 14-18=-238/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 27, 28, 30, 23, 22, 21, 20, 19 except (jt=lb) 32=661, 17=591, 31=556, 18=617. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179824 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-nFYs4aWU5ZELh6FRIs8nZKe6?KNL7nwPIuHYcrynbC2 Scale = 1:16.4 1 2 5 3 43x4 3x6 1-0-3 1-0-3 -0-11-0 0-11-0 1-0-3 1-0-3 1-7-82-7-112-1-42-7-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=-10/Mechanical, 4=0/Mechanical Max Horz 5=51(LC 5) Max Uplift 3=-35(LC 6), 4=-31(LC 5) Max Grav 5=181(LC 1), 3=11(LC 4), 4=15(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179825 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-nFYs4aWU5ZELh6FRIs8nZKe5AKN07nwPIuHYcrynbC2 Scale = 1:21.5 1 2 5 3 4 3x4 3x4 3-0-15 3-0-15 -0-11-0 0-11-0 3-0-15 3-0-15 1-4-63-8-13-2-93-8-19.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=244/0-3-8, 3=97/Mechanical, 4=31/Mechanical Max Horz 5=74(LC 6) Max Uplift 3=-57(LC 6), 4=-3(LC 6) Max Grav 5=244(LC 1), 3=97(LC 1), 4=55(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179826 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-FS6EIwX7rtMCJGqesZf06YAFskjjsEAZXY158HynbC1 Scale = 1:23.7 1 2 5 3 4 3x4 3x4 3-8-3 3-8-3 -0-11-0 0-11-0 3-8-3 3-8-3 1-4-64-1-83-8-04-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.03 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=272/0-3-8, 3=121/Mechanical, 4=40/Mechanical Max Horz 5=88(LC 6) Max Uplift 3=-66(LC 6), 4=-1(LC 6) Max Grav 5=272(LC 1), 3=121(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179827 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-FS6EIwX7rtMCJGqesZf06YAHqkkssEAZXY158HynbC1 Scale = 1:19.5 1 2 5 3 4 3x4 3x4 2-8-15 2-8-15 -1-3-0 1-3-0 2-8-15 2-8-15 1-2-113-3-62-9-143-3-69.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=269/0-5-8, 3=74/Mechanical, 4=22/Mechanical Max Horz 5=74(LC 6) Max Uplift 3=-48(LC 6), 4=-2(LC 6) Max Grav 5=269(LC 1), 3=74(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J05 Truss Type Jack-Open Qty 6 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179828 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-jegdVGYlcAU3xQPqQHBFfljQl834bhQilCmegkynbC0 Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 4-0-0 4-0-0 -1-3-0 1-3-0 4-0-0 4-0-0 1-2-114-2-119.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=322/0-5-8, 3=128/Mechanical, 4=41/Mechanical Max Horz 5=103(LC 6) Max Uplift 3=-68(LC 6) Max Grav 5=322(LC 1), 3=128(LC 1), 4=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-287/55 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179829 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-CqE?icZNNUcwYa_0__iUBzGdKXQKK8gs_sWCDAynbC? Scale = 1:19.5 1 2 5 3 4 3x4 3x4 2-8-15 2-8-15 -1-3-0 1-3-0 2-8-15 2-8-15 1-2-113-3-62-9-143-3-69.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=269/0-5-8, 3=74/Mechanical, 4=22/Mechanical Max Horz 5=74(LC 6) Max Uplift 3=-48(LC 6), 4=-2(LC 6) Max Grav 5=269(LC 1), 3=74(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179830 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-CqE?icZNNUcwYa_0__iUBzGeuXQaK8gs_sWCDAynbC? Scale = 1:16.9 1 2 5 3 4 2x4 3x4 1-6-1 1-6-1 -0-11-0 0-11-0 1-6-1 1-6-1 1-2-132-8-142-2-72-8-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=186/0-5-8, 3=26/Mechanical, 4=7/Mechanical Max Horz 5=58(LC 6) Max Uplift 3=-40(LC 6), 4=-16(LC 6) Max Grav 5=186(LC 1), 3=26(LC 1), 4=24(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179831 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-g1oNwyZ?8okmAkZDXiDjkAoq_xmH3av?DWFllcynbC_ Scale = 1:16.9 1 4 2 3 2x4 2x4 1-6-1 1-6-1 1-6-1 1-6-1 1-2-132-8-142-2-72-8-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=67/0-5-8, 2=51/Mechanical, 3=16/Mechanical Max Horz 4=40(LC 5) Max Uplift 2=-43(LC 6), 3=-9(LC 6) Max Grav 4=67(LC 1), 2=51(LC 1), 3=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179832 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-g1oNwyZ?8okmAkZDXiDjkAoqBxkd3Y7?DWFllcynbC_ Scale = 1:26.0 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-6-3 0-6-3 -0-11-0 0-11-0 1-6-3 1-6-3 2-11-124-5-153-11-84-5-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.24 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=186/0-3-8, 3=21/Mechanical, 4=14/Mechanical Max Horz 6=81(LC 5) Max Uplift 6=-12(LC 4), 3=-16(LC 6), 4=-112(LC 5) Max Grav 6=186(LC 1), 3=21(LC 1), 4=36(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-367/34 WEBS 2-5=-45/455 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=112. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179833 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-8DLl7Hadv5sdot8P5PkyGOL?xL3so?N8RA?JG3ynbBz Scale = 1:26.0 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-6-3 0-6-3 -0-11-0 0-11-0 1-6-3 1-6-3 2-11-124-5-153-11-84-5-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.24 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=186/0-3-8, 3=21/Mechanical, 4=14/Mechanical Max Horz 6=81(LC 5) Max Uplift 6=-12(LC 4), 3=-16(LC 6), 4=-112(LC 5) Max Grav 6=186(LC 1), 3=21(LC 1), 4=36(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-367/34 WEBS 2-5=-45/455 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=112. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179834 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-8DLl7Hadv5sdot8P5PkyGOL?WL0jo?p8RA?JG3ynbBz Scale = 1:31.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-0-15 1-6-15 -0-11-0 0-11-0 3-0-15 3-0-15 3-3-155-7-100-5-85-2-25-7-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.44 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.07 0.03 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=244/0-3-8, 3=99/Mechanical, 4=29/Mechanical Max Horz 6=97(LC 5) Max Uplift 3=-45(LC 6), 4=-61(LC 5) Max Grav 6=244(LC 1), 3=99(LC 1), 4=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-293/24 WEBS 2-5=-50/383 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J12 Truss Type Jack-Open Qty 11 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179835 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cPv7LdbFgP_UQ1ibf7FBpbt6clI7XSaIgqksoVynbBy Scale = 1:36.3 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 4-4-7 2-10-7 -0-11-0 0-11-0 4-4-7 4-4-7 3-3-156-7-46-1-126-7-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.39 0.69 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.19 0.09 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >565 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. REACTIONS.(lb/size)6=304/0-3-8, 3=156/Mechanical, 4=42/Mechanical Max Horz 6=113(LC 5) Max Uplift 3=-69(LC 6), 4=-49(LC 6) Max Grav 6=304(LC 1), 3=156(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-367/21 WEBS 2-5=-56/461 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179836 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cPv7LdbFgP_UQ1ibf7FBpbtAGlMyXS3IgqksoVynbBy Scale = 1:31.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-0-15 1-6-15 -0-11-0 0-11-0 3-0-15 3-0-15 3-3-155-7-105-2-25-7-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.44 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.07 0.03 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=244/0-3-8, 3=99/Mechanical, 4=29/Mechanical Max Horz 6=97(LC 5) Max Uplift 3=-45(LC 6), 4=-61(LC 5) Max Grav 6=244(LC 1), 3=99(LC 1), 4=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-293/24 WEBS 2-5=-50/383 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179837 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-4cTWYzctRj7L1BHoDqmQMpQKT9jsGu0RvUUPLxynbBx Scale = 1:29.2 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-6-6 0-6-6 -0-11-0 0-11-0 1-6-6 1-6-6 3-7-15-1-70-6-74-7-05-1-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.34 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=187/0-3-8, 3=22/Mechanical, 4=14/Mechanical Max Horz 6=91(LC 5) Max Uplift 6=-28(LC 4), 3=-17(LC 6), 4=-150(LC 5) Max Grav 6=187(LC 1), 3=22(LC 1), 4=53(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-510/62 WEBS 2-5=-72/594 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=150. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179838 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-4cTWYzctRj7L1BHoDqmQMpQKT9jsGu0RvUUPLxynbBx Scale = 1:29.2 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-6-6 0-6-6 -0-11-0 0-11-0 1-6-6 1-6-6 3-7-15-1-74-7-05-1-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.34 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=187/0-3-8, 3=22/Mechanical, 4=14/Mechanical Max Horz 6=91(LC 5) Max Uplift 6=-28(LC 4), 3=-17(LC 6), 4=-150(LC 5) Max Grav 6=187(LC 1), 3=22(LC 1), 4=53(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-510/62 WEBS 2-5=-72/594 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=150. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179839 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Yo1umJcWC0FCfLs_mYHfu0zWjY3E?N4b88DztNynbBw Scale = 1:28.5 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-1-3 1-7-3 -0-11-0 0-11-0 3-1-3 3-1-3 2-8-75-0-54-6-135-0-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.33 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.04 0.02 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=245/0-3-8, 3=100/Mechanical, 4=29/Mechanical Max Horz 6=87(LC 5) Max Uplift 3=-45(LC 6), 4=-46(LC 6) Max Grav 6=245(LC 1), 3=100(LC 1), 4=58(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-32/299 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179840 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Yo1umJcWC0FCfLs_mYHfu0zS6Y1P?Mhb88DztNynbBw Scale = 1:33.1 1 2 6 5 3 42x4 3x6 2x4 1-6-0 1-6-0 4-4-7 2-10-7 -0-11-0 0-11-0 4-4-7 4-4-7 2-8-75-11-125-6-45-11-129.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.39 0.51 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.11 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >748 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=304/0-3-8, 3=156/Mechanical, 4=42/Mechanical Max Horz 6=104(LC 5) Max Uplift 3=-69(LC 6), 4=-36(LC 6) Max Grav 6=304(LC 1), 3=156(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-262/2 WEBS 2-5=-37/363 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179841 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-0_bGzfd8zKN3HVRAKFpuREVgTyPTkqKkMozWPqynbBv Scale = 1:28.5 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-1-3 1-7-3 -0-11-0 0-11-0 3-1-3 3-1-3 2-8-75-0-54-6-135-0-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.33 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.04 0.02 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=245/0-3-8, 3=100/Mechanical, 4=29/Mechanical Max Horz 6=87(LC 5) Max Uplift 3=-45(LC 6), 4=-46(LC 6) Max Grav 6=245(LC 1), 3=100(LC 1), 4=58(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-32/299 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179842 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-0_bGzfd8zKN3HVRAKFpuREVZFyJ4ko_kMozWPqynbBv Scale = 1:33.1 1 2 6 5 3 42x4 4x6 2x4 1-6-0 1-6-0 4-4-7 2-10-7 -3-4-4 3-4-4 4-4-7 4-4-7 2-8-75-11-125-3-125-11-129.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.62 0.74 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.15 0.09 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >529 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. REACTIONS.(lb/size)6=606/0-3-8, 3=49/Mechanical, 4=42/Mechanical Max Horz 6=138(LC 6) Max Uplift 3=-31(LC 6), 4=-61(LC 6) Max Grav 6=606(LC 1), 3=49(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-564/0 BOT CHORD 5-6=-268/1 WEBS 2-5=-2/518 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179843 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-UA9eA?emkeVwuf0MuyK7zR2qSMnZTIPtbRi4xGynbBu Scale = 1:22.8 1 2 7 6 5 3 4 2x4 4x6 2x4 2x4 2-3-8 2-3-8 3-5-1 1-1-9 -0-11-0 0-11-0 2-3-8 2-3-8 3-5-1 1-1-9 1-4-63-11-30-5-83-5-112-11-31-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 6 6 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=287/0-3-8, 3=103/Mechanical, 4=56/Mechanical Max Horz 7=82(LC 6) Max Uplift 3=-46(LC 6), 4=-10(LC 6) Max Grav 7=287(LC 1), 3=103(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-263/16 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J21 Truss Type Jack-Open Qty 6 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179844 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-UA9eA?emkeVwuf0MuyK7zR2k7MfnTIPtbRi4xGynbBu Scale = 1:33.1 1 2 7 6 5 3 4 2x4 10x10 2x4 3x6 2-3-8 2-3-8 6-0-0 3-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 6-0-0 3-8-8 1-4-65-10-64-10-65-4-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.62 0.71 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.18 0.08 0.09 (loc) 4-5 4-5 3 4-5 l/defl >999 >393 n/a >791 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=415/0-3-8, 3=195/Mechanical, 4=94/Mechanical Max Horz 7=140(LC 6) Max Uplift 3=-85(LC 6), 4=-5(LC 6) Max Grav 7=415(LC 1), 3=195(LC 1), 4=125(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-389/18 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179845 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zNj0OLfOVxdnWpbZSgrMWfb?Bm6oCle1q5SdUiynbBt Scale = 1:22.8 1 2 7 6 5 3 4 2x4 4x6 2x4 2x4 2-3-8 2-3-8 3-5-1 1-1-9 -0-11-0 0-11-0 2-3-8 2-3-8 3-5-1 1-1-9 1-4-63-11-32-11-33-5-111-0-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 6 6 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=287/0-3-8, 3=103/Mechanical, 4=56/Mechanical Max Horz 7=82(LC 6) Max Uplift 3=-46(LC 6), 4=-10(LC 6) Max Grav 7=287(LC 1), 3=103(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-263/16 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179846 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zNj0OLfOVxdnWpbZSgrMWfb_um7kCle1q5SdUiynbBt Scale = 1:17.6 1 2 5 3 43x4 3x6 1-3-1 1-3-1 -0-11-0 0-11-0 1-3-1 1-3-1 1-7-82-10-92-4-22-10-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=9/Mechanical, 4=4/Mechanical Max Horz 5=55(LC 5) Max Uplift 3=-42(LC 6), 4=-26(LC 6) Max Grav 5=181(LC 1), 3=12(LC 4), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179847 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-RZHPbhg0GFle8yAl?NMb3s7B_ASixCuA2lBA09ynbBs Scale = 1:25.2 1 2 8 7 6 5 3 4 2x4 4x6 2x4 2x4 2-3-8 2-3-8 2-9-1 0-5-9 -0-11-0 0-11-0 2-3-8 2-3-8 2-9-1 0-5-9 1-7-84-4-93-4-91-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [2:0-2-8,0-2-0], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5-6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=254/0-3-8, 3=81/Mechanical, 4=44/Mechanical Max Horz 8=90(LC 6) Max Uplift 3=-58(LC 6), 4=-24(LC 6) Max Grav 8=254(LC 1), 3=81(LC 1), 4=82(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179848 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-RZHPbhg0GFle8yAl?NMb3s79eATzxCuA2lBA09ynbBs Scale = 1:17.6 1 2 5 3 43x4 3x6 1-3-1 1-3-1 -0-11-0 0-11-0 1-3-1 1-3-1 1-7-82-10-92-4-22-10-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=9/Mechanical, 4=4/Mechanical Max Horz 5=55(LC 5) Max Uplift 3=-42(LC 6), 4=-26(LC 6) Max Grav 5=181(LC 1), 3=12(LC 4), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179849 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vlqnp0ge1YtVl6lxZ5tqb4gMkZoxgf8KHPxkYbynbBr Scale = 1:25.2 1 2 8 7 6 5 3 4 2x4 4x6 2x4 2x4 2-3-8 2-3-8 2-9-1 0-5-9 -0-11-0 0-11-0 2-3-8 2-3-8 2-9-1 0-5-9 1-7-84-4-93-4-93-10-21-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [2:0-2-8,0-2-0], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5-6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=254/0-3-8, 3=81/Mechanical, 4=44/Mechanical Max Horz 8=90(LC 6) Max Uplift 3=-58(LC 6), 4=-24(LC 6) Max Grav 8=254(LC 1), 3=81(LC 1), 4=82(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M01 Truss Type MONOPITCH Qty 10 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179850 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vlqnp0ge1YtVl6lxZ5tqb4gJvZoCgeLKHPxkYbynbBr Scale = 1:44.1 1 2 3 4 6 5 2x4 3x4 4x6 3x6 4x6 6-4-0 6-4-0 -0-11-0 0-11-0 2-0-0 2-0-0 6-4-0 4-4-0 1-2-137-6-137-3-50-3-87-6-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >565 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=395/0-5-8, 5=295/0-1-8 Max Horz 6=200(LC 6) Max Uplift 5=-141(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-264/25 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=141. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M02 Truss Type Monopitch Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179851 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-NyO90MhHns?MNGK87oO38HDNwz83P4DTW3gH51ynbBq Scale = 1:55.4 1 2 3 5 4 3x4 3x4 6x8 4x6 6-4-0 6-4-0 -0-11-0 0-11-0 6-4-0 6-4-0 3-2-139-6-139-3-50-3-89-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.24 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >541 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=395/0-3-8, 4=295/0-1-8 Max Horz 5=179(LC 6) Max Uplift 4=-204(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-332/0 BOT CHORD 4-5=-321/66 WEBS 2-4=-61/354 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=204. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M03 Truss Type MONOPITCH Qty 7 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179852 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-NyO90MhHns?MNGK87oO38HDPOz8PP5wTW3gH51ynbBq Scale = 1:55.4 1 2 4 3 5x8 3x4 3x4 4x6 6-4-0 6-4-0 3-2-139-6-139-3-50-3-89-6-1312.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 -0.00 -0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >539 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=302/0-3-8, 3=302/0-1-8 Max Horz 4=183(LC 6) Max Uplift 3=-202(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=202. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M04 Truss Type MONOPITCH Qty 9 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179853 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-r8yXEiivYA7D?QuKhWwIgVlXaNIV8OidljQqdTynbBp Scale = 1:27.9 1 2 3 4 6 5 3x6 3x6 3x6 3x12 5x12 5x8 2x4 0-6-0 0-6-0 7-9-0 7-3-0 15-5-8 7-8-8 -1-0-4 1-0-4 7-9-0 7-9-0 15-5-8 7-8-8 0-5-34-2-92.94 12 Plate Offsets (X,Y)-- [2:0-1-2,0-1-8], [2:0-1-9,Edge], [2:0-0-9,2-11-11], [3:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.99 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.05 0.17 (loc) 2-6 2-6 5 2-6 l/defl >999 >570 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-6 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)5=751/0-5-8, 2=858/0-5-4 Max Horz 2=122(LC 4) Max Uplift 5=-169(LC 4), 2=-177(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1795/804 BOT CHORD 2-6=-868/1668, 5-6=-867/1667 WEBS 3-6=-237/351, 3-5=-1681/874 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=169, 2=177. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M05 Truss Type MONOPITCH Qty 19 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179854 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-r8yXEiivYA7D?QuKhWwIgVleQNTu8X9dljQqdTynbBp Scale = 1:49.9 1 2 3 4 6 5 2x4 3x4 3x6 3x6 5x6 7-0-0 7-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 7-0-0 5-0-0 1-7-88-7-88-4-00-3-88-7-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.26 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >407 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)6=427/0-3-8, 5=329/0-1-8 Max Horz 6=216(LC 6) Max Uplift 5=-166(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-299/12 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=166. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M06 Truss Type MONOPITCH Qty 5 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179855 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-JKWvR2jXJTF3caTWEDRXDiIlXnoht?zmzN9O9wynbBo Scale = 1:52.0 1 2 3 5 4 2x4 2x4 3x6 3x4 -0-11-0 0-11-0 6-0-0 6-0-0 2-11-128-11-128-8-40-3-88-11-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.35 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=378/0-3-8, 4=278/0-1-8 Max Horz 5=171(LC 6) Max Uplift 4=-190(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/0 BOT CHORD 4-5=-282/25 WEBS 2-4=-28/313 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=190. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss M07 Truss Type Monopitch Qty 3 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179856 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:20:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-JKWvR2jXJTF3caTWEDRXDiIianpqt_2mzN9O9wynbBo Scale = 1:63.0 1 2 3 9 6 5 4 8 7 3x12 3x4 3x4 3x4 3x6 2x4 2x4 3x4 5x6 0-11-8 0-11-8 4-6-4 3-6-12 7-4-0 2-9-12 4-6-4 4-6-4 7-4-0 2-9-12 3-7-110-11-11-4-49-3-50-3-89-6-1312.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.28 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.09 0.04 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=255/0-3-8, 8=255/Mechanical, 4=193/0-1-8 Max Horz 8=287(LC 5) Max Uplift 5=-82(LC 5), 8=-136(LC 4), 4=-150(LC 5) Max Grav 5=255(LC 1), 8=280(LC 5), 4=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-9=-353/300, 5-6=-353/300 WEBS 1-5=-201/279 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 8=136, 4=150. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179857 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-nX4IfOj94nNwEk2joxymmwrsXB3ycGVvC1vxhMynbBn Scale = 1:27.9 1 2 3 4 5 8 7 6 8x8 2x4 4x8 4x8 4x6 2x4 4x10 0-6-0 0-6-0 5-1-0 4-7-0 10-1-0 5-0-0 15-5-8 5-4-8 -1-0-4 1-0-4 5-1-0 5-1-0 10-1-0 5-0-0 15-5-8 5-4-8 0-5-24-2-92.94 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.61 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.34 0.05 0.19 (loc) 7-8 7-8 6 7-8 l/defl >999 >535 n/a >932 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size)6=2608/0-5-8, 2=2770/0-5-4 Max Horz 2=120(LC 4) Max Uplift 6=-551(LC 4), 2=-573(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9059/4411, 3-4=-5773/2796 BOT CHORD 2-8=-4374/8732, 7-8=-4382/8766, 6-7=-2687/5374 WEBS 4-7=-692/1190, 4-6=-5910/2954, 3-8=-304/83, 3-7=-3509/1754 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=551, 2=573. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 550 lb down and 272 lb up at 5-1-0, and 550 lb down and 272 lb up at 10-1-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-630, 4-5=-80, 2-6=-20 Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179857 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:00 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-nX4IfOj94nNwEk2joxymmwrsXB3ycGVvC1vxhMynbBn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-550 4=-550 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB01 Truss Type GABLE Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179858 8.240 s Jul 27 2019 MiTek Industries, Inc. Thu Aug 15 15:52:28 2019 Page 1 ID:F4Dskggrgp?ld_cJkE674SynfNC-cf1hxk0htLNEVRQ6YeUpNuE60cw?xgcb_yMrgcynYzn Scale = 1:33.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-2-8 19-2-8 17-5-4 17-5-4 19-2-8 1-9-4 0-4-101-0-51-2-70-1-80-4-100-1-81-0-59.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 8 8 10 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=20(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 14, 15, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 10=291(LC 11), 11=423(LC 10), 12=390(LC 1), 14=421(LC 11), 15=287(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-340/100, 5-12=-311/92, 4-14=-339/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 11, 12, 14, 15, 8. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB02 Truss Type GABLE Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179859 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Fjegskknr5VnstdvMeT?I7NC0aWdLvi3RheVEoynbBm Scale = 1:33.2 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-2-8 19-2-8 4-5-4 4-5-4 14-9-4 10-4-0 19-2-8 4-5-4 0-4-103-0-53-2-70-1-80-4-100-1-83-0-59.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [3:0-4-0,0-1-6], [6:0-4-0,0-1-6], [7:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=65(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 11, 10, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=381(LC 10), 11=436(LC 11), 10=340(LC 10), 9=314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-280/74, 4-11=-352/108, 5-10=-277/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 11, 10, 9, 7. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179860 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-kvC234lPcOdeT1C5vL_ErLwJi_pz4K9CfLO2mFynbBl Scale = 1:36.0 1 2 3 4 5 6 7 11 10 9 8 4x8 4x8 4x8 3x4 2x4 2x4 2x4 2x4 4x8 19-2-8 19-2-8 7-1-4 7-1-4 12-1-4 5-0-0 19-2-8 7-1-4 0-4-105-0-55-2-70-1-80-4-100-1-85-0-59.00 12 Plate Offsets (X,Y)-- [2:0-8-4,0-0-8], [3:0-4-0,0-1-6], [5:0-4-0,0-1-6], [6:0-8-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.38 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.03 0.06 0.00 -0.02 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=111(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 9 except 2=365(LC 1), 11=611(LC 10), 8=611(LC 11), 6=365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-378/107, 5-8=-378/91 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 11, 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB04 Truss Type Piggyback Qty 7 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179861 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-gIJoUmng80tMjLMU1m0iwm?fcoXkYEyV7ft9q7ynbBj Scale = 1:44.7 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 3x6 19-2-8 19-2-8 9-7-4 9-7-4 19-2-8 9-7-4 0-4-107-0-150-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-10], [6:0-6-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.23 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=-155(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 11=-131(LC 6), 8=-131(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=262(LC 1), 9=415(LC 1), 11=618(LC 10), 8=618(LC 11), 6=262(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-420/181, 5-8=-420/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 11 and 131 lb uplift at joint 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB05 Truss Type GABLE Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179862 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-8UtAi5nIvJ0DKVxgbUYxTzYt?Cu4HhMfMJciNZynbBi Scale = 1:37.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-2-8 19-2-8 7-9-13 7-9-13 11-4-11 3-6-13 19-2-8 7-9-13 0-4-105-6-125-8-140-1-80-4-100-1-85-6-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=123(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-105(LC 6), 9=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 10=436(LC 11), 11=436(LC 10), 13=400(LC 1), 9=400(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-271/45, 4-11=-271/73, 3-13=-331/148, 6-9=-331/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=105, 9=104. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB06 Truss Type GABLE Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179863 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-chRZvRowgd84yfWs8B3A?B53lbE?09ioazMGv0ynbBh Scale = 1:33.6 1 2 3 4 5 6 7 8 13 12 11 10 9 14 4x8 4x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 19-2-8 19-2-8 5-1-13 5-1-13 14-0-11 8-10-13 19-2-8 5-1-13 0-4-103-6-123-8-140-1-80-4-100-1-83-6-129.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [3:0-4-0,0-1-6], [6:0-4-0,0-1-6], [7:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.18 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=77(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10, 12, 13, 7 Max Grav All reactions 250 lb or less at joint(s) except 2=252(LC 1), 9=431(LC 11), 10=432(LC 10), 12=282(LC 11), 13=327(LC 10), 7=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-314/68, 5-10=-352/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10, 12, 13, 7. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB07 Truss Type GABLE Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179864 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-4t?x7npYRxGxao43ivaPYOdDZ?aPlc6xpd5pRSynbBg Scale = 1:36.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 4x6 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 19-2-8 19-2-8 6-0-7 6-0-7 16-8-11 10-8-4 19-2-8 2-5-13 0-4-104-4-131-6-120-1-80-4-100-1-81-6-129.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-13], [7:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-3. (lb) - Max Horz 2=-94(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 11, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 8 except 14=323(LC 1), 15=374(LC 10), 11=407(LC 1), 12=375(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-317/143, 6-11=-328/105, 5-12=-304/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 11, 10, 12. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB08 Truss Type Piggyback Qty 3 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179865 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Y3ZJK7qACEOoByfFGc5e4cAMJPtNU2u52HrMzuynbBf Scale = 1:28.0 1 2 3 4 5 6 4x8 3x8 3x8 2x4 12-0-13 12-0-13 6-0-7 6-0-7 12-0-13 6-0-7 0-4-104-4-130-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-8-4,0-1-2], [4:0-8-4,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.32 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.02 0.03 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=320/10-8-8, 4=320/10-8-8, 6=493/10-8-8 Max Horz 2=-94(LC 4) Max Uplift 2=-23(LC 6), 4=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-313/44 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179866 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-0F7hXTqozYWfp6ERqJctdpiagpGSDWGEGxawWLynbBe Scale = 1:20.8 1 2 3 4 5 6 7 10 9 8 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 12-0-13 12-0-13 12-0-13 12-0-13 0-4-102-1-02-3-20-1-80-4-100-1-82-1-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.13 0.07 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-8. (lb) - Max Horz 2=-44(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=321(LC 10), 10=259(LC 10), 8=259(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-263/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179867 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-0F7hXTqozYWfp6ERqJctdpiYnpEdDV_EGxawWLynbBe Scale = 1:28.0 1 2 3 4 5 6 8 7 5x12 3x8 3x8 2x4 2x4 12-0-13 12-0-13 12-0-13 12-0-13 0-4-104-1-04-3-20-1-80-4-100-1-84-1-09.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [3:0-6-0,0-1-9], [5:0-8-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.25 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.02 0.03 0.00 -0.01 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-8. (lb) - Max Horz 2=-89(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5 except 7=-128(LC 4), 8=-147(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=288(LC 1), 5=288(LC 1), 7=512(LC 11), 8=512(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-368/126, 3-8=-368/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5 except (jt=lb) 7=128, 8=147. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB11 Truss Type Piggyback Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179868 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-VSh3lprQkseWRGpeN176A1FlDDdpyzUOVbKT2nynbBd Scale = 1:17.4 1 2 3 4 5 67 10 9 8 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 10-1-2 10-1-2 10-1-2 10-1-2 0-5-31-9-141-11-120-1-80-5-30-1-81-9-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.06 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-12. (lb) - Max Horz 2=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=341(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-276/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB12 Truss Type Piggyback Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179869 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-VSh3lprQkseWRGpeN176A1FmqDcHyzcOVbKT2nynbBd Scale = 1:20.8 1 2 3 4 56 8 7 9 5x6 5x6 3x4 3x4 2x4 2x4 10-1-2 10-1-2 10-1-2 10-1-2 0-5-33-3-143-5-120-1-80-5-30-1-83-3-1412.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-6], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-4-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.10 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-12. (lb) - Max Horz 2=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=286(LC 10), 7=286(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss PB13 Truss Type Piggyback Qty 6 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179870 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zeESy9s3U9mM2QOqxkeLiEovJcwBhQ5XkF30aDynbBc Scale = 1:31.7 1 2 3 45 6 4x6 3x8 3x8 2x4 10-1-2 10-1-2 5-0-9 5-0-9 10-1-2 5-0-9 0-5-34-11-10-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-1-6], [4:0-8-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.25 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=292/8-11-12, 4=292/8-11-12, 6=364/8-11-12 Max Horz 2=-105(LC 4) Max Uplift 2=-18(LC 7), 4=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T01 Truss Type Roof Special Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179871 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-RqoqAVthFTuDgaz0VSAaFSKy505lQjUgzvpa6gynbBb Scale = 1:79.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x8 3x4 3x6 3x4 3x8 3x8 2x4 3x6 3x6 3x4 3x4 3x4 8x16 3x4 4x8 3x4 3x6 0-0-4 0-0-4 10-7-0 10-6-12 20-4-8 9-9-8 20-10-8 0-6-0 31-5-0 10-6-8 42-3-0 10-10-0 7-1-13 7-1-13 14-0-3 6-10-5 20-10-8 6-10-5 27-10-13 7-0-5 34-11-3 7-0-5 42-3-0 7-3-13 9-4-1111-4-112-0-0LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.93 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.58 -0.93 0.03 0.01 (loc) 10-12 10-12 10 15 l/defl >436 >273 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SP 2400F 2.0E, 14-16,10-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 5-14 WEBS 1 Row at midpt 1-17, 9-10, 2-17, 3-14, 6-14, 8-10 REACTIONS.(lb/size)17=1131/0-5-4, 10=1105/0-3-8, 14=2689/0-5-8 Max Uplift 17=-56(LC 4), 10=-57(LC 4), 14=-150(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-640/10, 3-5=-20/270, 5-6=-18/276, 6-8=-467/8 BOT CHORD 15-17=-43/591, 14-15=-33/476, 5-14=-568/134, 10-12=-37/454 WEBS 2-17=-930/73, 3-15=0/463, 3-14=-1224/85, 12-14=-32/441, 6-14=-1066/78, 6-12=0/329, 8-10=-798/70 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10 except (jt=lb) 14=150. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T02 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179872 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-v1MCNquJ0n04IjYC39hpnftAjQT299nqBZY7f6ynbBa Scale = 1:84.1 1 2 3 4 5 67 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 3x6 5x8 5x6 3x6 5x8 4x6 3x8 2x4 3x6 3x6 3x6 3x6 3x8 6x10 3x6 2x4 3x8 3x8 3x4 3x6 2x4 4x8 9-5-1 9-5-1 18-6-10 9-1-9 20-4-8 1-9-14 20-10-8 0-6-0 26-9-0 5-10-8 33-2-15 6-5-15 39-10-11 6-7-11 42-3-0 2-4-5 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 20-8-3 2-1-9 26-9-0 6-0-13 33-2-15 6-5-15 39-10-11 6-7-11 42-3-0 2-4-5 4-1-48-7-1110-2-1412-2-1410-5-102-0-012-2-142.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-12], [6:0-4-8,0-2-4], [7:0-1-12,0-0-0], [11:0-6-0,0-2-0], [19:0-3-12,0-2-12], [20:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.73 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.02 0.02 (loc) 20-22 22-23 19 20-22 l/defl >999 >554 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,4-22,17-19,1-23,2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-18. 1 Row at midpt 7-19 WEBS 1 Row at midpt 4-20, 5-19, 8-19, 10-16, 11-16, 11-14, 2-23 , 12-13, 8-16 REACTIONS.(lb/size)19=2931/0-5-8, 23=890/0-5-8, 13=984/0-3-8 Max Horz 23=156(LC 6) Max Uplift 19=-282(LC 4), 23=-42(LC 4), 13=-46(LC 4) Max Grav 19=2931(LC 1), 23=896(LC 10), 13=1072(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-714/35, 4-5=-81/325, 5-6=-72/750, 6-7=-57/577, 7-8=-55/575, 8-10=-443/57, 10-11=-443/56, 11-12=-275/33, 12-13=-1108/44 BOT CHORD 22-23=-159/697, 20-22=-98/423, 19-20=-285/68, 7-19=-726/106 WEBS 4-22=-13/531, 4-20=-1038/195, 5-20=-57/1017, 5-19=-1032/108, 8-19=-1372/154, 10-16=-573/169, 11-16=-71/501, 11-14=-656/121, 2-23=-865/34, 12-14=-56/937, 8-16=-70/562 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13 except (jt=lb) 19=282. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T03 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179873 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-NDwabAuxn48xvt7PctC2KtQLSqpHuc1zQDIhBYynbBZ Scale = 1:84.1 1 2 3 4 5 67 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 3x6 5x8 5x6 3x6 5x8 4x6 3x8 2x4 3x6 3x6 3x6 3x6 3x8 6x10 3x6 2x4 3x8 3x8 3x4 3x6 2x4 4x8 9-5-1 9-5-1 18-6-10 9-1-9 20-4-8 1-9-14 20-10-8 0-6-0 26-9-0 5-10-8 33-2-15 6-5-15 39-10-11 6-7-11 42-3-0 2-4-5 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 20-8-3 2-1-9 26-9-0 6-0-13 33-2-15 6-5-15 39-10-11 6-7-11 42-3-0 2-4-5 4-1-48-7-1110-2-1412-2-1410-5-102-0-012-2-142.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-12], [6:0-4-8,0-2-4], [7:0-1-12,0-0-0], [11:0-6-0,0-2-0], [19:0-3-12,0-2-12], [20:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.73 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.02 0.02 (loc) 20-22 22-23 19 20-22 l/defl >999 >554 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,4-22,17-19,1-23,2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-18. 1 Row at midpt 7-19 WEBS 1 Row at midpt 4-20, 5-19, 8-19, 10-16, 11-16, 11-14, 2-23 , 12-13, 8-16 REACTIONS.(lb/size)19=2931/0-5-8, 23=890/0-5-8, 13=984/0-3-8 Max Horz 23=156(LC 6) Max Uplift 19=-282(LC 4), 23=-42(LC 4), 13=-46(LC 4) Max Grav 19=2931(LC 1), 23=896(LC 10), 13=1072(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-714/35, 4-5=-81/325, 5-6=-72/750, 6-7=-57/577, 7-8=-55/575, 8-10=-443/57, 10-11=-443/56, 11-12=-275/33, 12-13=-1108/44 BOT CHORD 22-23=-159/697, 20-22=-98/423, 19-20=-285/68, 7-19=-726/106 WEBS 4-22=-13/531, 4-20=-1038/195, 5-20=-57/1017, 5-19=-1032/108, 8-19=-1372/154, 10-16=-573/169, 11-16=-71/501, 11-14=-656/121, 2-23=-865/34, 12-14=-56/937, 8-16=-70/562 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13 except (jt=lb) 19=282. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T04 Truss Type PIGGYBACK BASE Qty 5 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179874 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-rPUyoWvZYOGoX1ibAajHs4yVED7Kd1p7ft1Ej_ynbBY Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122232425262728 3x6 5x8 5x6 3x6 5x6 3x6 3x6 3x6 3x6 3x6 4x8 3x6 3x6 3x4 3x4 3x6 2x4 5x8 4x6 3x8 9-5-1 9-5-1 18-6-10 9-1-9 20-7-4 2-0-10 20-8-3 0-0-15 30-3-7 9-7-4 39-10-11 9-7-4 42-3-0 2-4-5 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 20-8-3 2-1-9 27-1-0 6-4-13 33-5-13 6-4-13 39-10-11 6-4-13 42-3-0 2-4-5 4-1-48-7-1110-2-148-5-1010-2-142.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-2], [10:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.87 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.03 0.02 (loc) 13-14 19-20 12 17-19 l/defl >999 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,4-19,1-20,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 6-16, 7-16, 9-14, 9-13, 10-13, 2-20, 11-12 REACTIONS.(lb/size)16=3014/0-5-8, 20=887/0-5-8, 12=995/0-5-8 Max Horz 20=155(LC 6) Max Uplift 16=-251(LC 4), 20=-56(LC 4), 12=-63(LC 4) Max Grav 16=3014(LC 1), 20=890(LC 10), 12=1093(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-707/57, 4-5=-49/337, 5-6=-43/716, 6-7=-33/541, 7-9=-537/50, 9-10=-266/50, 10-11=-351/34, 11-12=-1181/46 BOT CHORD 19-20=-168/691, 17-19=-102/412, 16-17=-294/35, 14-16=-72/359, 13-14=-75/560 WEBS 4-19=-2/538, 4-17=-1046/185, 5-17=-82/898, 5-16=-895/137, 6-16=-711/92, 7-16=-1412/165, 7-14=0/682, 9-13=-554/114, 2-20=-858/55, 11-13=-54/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12 except (jt=lb) 16=251. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179875 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-nocjDCxp4?WWnLr_I?llyV2nb1q25xDQ6AWLotynbBW Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121222324252627 3x6 5x8 8x8 8x10 5x8 4x6 3x6 3x6 3x6 3x6 3x8 4x8 2x4 4x8 3x8 3x8 3x4 3x6 2x4 3x6 9-5-1 9-5-1 18-6-10 9-1-9 20-7-4 2-0-10 20-8-3 0-0-15 26-6-13 5-10-11 32-9-0 6-2-3 40-0-13 7-3-13 42-3-0 2-2-3 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 20-8-3 2-1-9 26-6-13 5-10-11 32-9-0 6-2-3 40-0-13 7-3-13 42-3-0 2-2-3 4-1-48-7-119-11-210-2-148-5-1010-2-142.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-6], [9:0-4-0,0-1-6], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.84 0.79 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.02 0.02 (loc) 17-19 19-20 11 17-19 l/defl >999 >547 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 275 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,4-19,1-20,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 4-17, 5-16, 6-16, 7-16, 8-13, 9-12, 2-20, 10-11 REACTIONS.(lb/size)16=3086/0-5-8, 20=826/0-5-8, 11=1007/0-5-8 Max Horz 20=154(LC 6) Max Uplift 16=-265(LC 4), 20=-48(LC 4), 11=-61(LC 4) Max Grav 16=3086(LC 1), 20=831(LC 10), 11=1106(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-614/44, 4-5=-60/471, 5-6=-51/836, 6-7=-46/648, 7-8=-575/69, 8-9=-581/70, 9-10=-280/26, 10-11=-1205/39 BOT CHORD 19-20=-161/623, 17-19=-101/307, 16-17=-426/54, 15-16=-54/315, 13-15=-54/315 WEBS 4-19=-9/577, 4-17=-1078/190, 5-17=-65/1005, 5-16=-1001/127, 6-16=-725/76, 7-16=-1537/155, 7-15=0/325, 7-13=-68/603, 8-13=-624/182, 9-13=-92/561, 9-12=-683/144, 2-20=-768/43, 10-12=-56/1052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11 except (jt=lb) 16=265. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179876 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-kBjTeuy4cdmE0e?MPQoD1w78crVCZrciaU?SsmynbBU Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121222324252627 3x6 5x8 5x6 5x6 5x8 3x4 3x6 3x6 3x6 3x6 3x8 4x8 2x4 4x8 3x8 3x6 4x6 3x4 3x6 3x6 9-5-1 9-5-1 18-6-10 9-1-9 20-7-4 2-0-10 20-8-3 0-0-15 26-8-9 6-0-7 32-9-0 6-0-7 34-9-3 2-0-3 42-3-0 7-5-13 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 20-8-3 2-1-9 26-8-9 6-0-7 32-9-0 6-0-7 34-9-3 2-0-3 42-3-0 7-5-13 4-1-48-7-118-8-1210-2-148-8-1210-2-142.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-0], [8:0-4-0,0-2-0], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.81 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.02 0.02 (loc) 17-19 19-20 11 17-19 l/defl >999 >554 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,4-19,1-20,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 10-11, 4-17, 5-16, 6-16, 7-16, 8-13, 9-13, 9-12, 2-20 REACTIONS.(lb/size)11=1004/0-5-8, 16=3008/0-5-8, 20=874/0-5-8 Max Horz 20=158(LC 6) Max Uplift 11=-77(LC 5), 16=-220(LC 4), 20=-56(LC 4) Max Grav 11=1099(LC 11), 16=3008(LC 1), 20=907(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-733/57, 4-5=-60/362, 5-6=-47/768, 6-7=-28/587, 7-8=-490/53, 8-9=-693/56, 9-10=-572/29, 10-11=-925/114 BOT CHORD 19-20=-166/710, 17-19=-101/443, 16-17=-320/31, 15-16=-42/324, 13-15=-42/324, 12-13=-31/579 WEBS 4-19=-5/543, 4-17=-1050/185, 5-17=-60/991, 5-16=-990/118, 6-16=-712/86, 7-16=-1497/108, 7-15=0/353, 7-13=-33/435, 9-13=-401/44, 9-12=-449/111, 10-12=-40/843, 2-20=-883/56 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 20 except (jt=lb) 16=220. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T07 Truss Type Roof Special Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179877 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-CNHrrEziNwu5eoaZz7JSZ8gH1EroIIKso8l?PCynbBT Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 8x8 3x6 3x6 3x6 8x8 4x8 5x12 2x4 3x6 4x6 5x8 3x6 3x6 5x8 3x6 5x8 3x6 3x16 MT18HS 8-10-7 8-10-7 17-7-3 8-8-11 26-3-14 8-8-11 34-10-13 8-6-15 42-0-0 7-1-3 47-3-0 5-3-0 8-10-7 8-10-7 17-7-3 8-8-11 26-3-14 8-8-11 34-10-13 8-6-15 42-0-0 7-1-3 47-3-0 5-3-0 48-2-0 0-11-0 10-5-610-7-81-4-610-5-69.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [2:0-3-8,0-2-0], [7:0-4-0,0-1-6], [10:0-3-4,0-1-8], [13:0-3-8,0-2-8], [19:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.95 0.79 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.61 0.13 0.10 (loc) 16-17 16-17 12 16-17 l/defl >999 >928 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 253 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SP 2400F 2.0E, 8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-20: 2x4 SPF 2100F 1.8E, 9-13,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-19, 2-19, 2-17, 4-17, 6-17, 6-16, 7-16, 9-14 2 Rows at 1/3 pts 1-20 REACTIONS.(lb/size)20=2889/Mechanical, 12=2755/0-3-8 Max Horz 20=-282(LC 7) Max Uplift 20=-208(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2681/251, 1-2=-2073/144, 2-4=-3093/228, 4-6=-3093/228, 6-7=-3295/265, 7-9=-3281/237, 9-10=-3258/173, 10-12=-2691/164 BOT CHORD 19-20=-37/318, 17-19=-179/2073, 16-17=-191/3292, 14-16=-54/2494, 13-14=-15/2520 WEBS 1-19=-218/3143, 2-19=-1953/282, 2-17=-129/1565, 4-17=-669/194, 6-17=-305/54, 6-16=-644/271, 7-16=-213/1378, 7-14=-2/357, 9-13=-461/81, 10-13=-27/2452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=208. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T08 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179878 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-gZrE3a_K8E1yFy9lXrqh6LCU5eBB1mG?1oUYxeynbBS Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13232425262728 3x6 6x6 5x8 3x6 3x16 MT18HS6x6 5x8 3x6 3x6 5x12 5x6 2x4 5x8 3x6 3x6 5x8 3x4 4x8 3x4 6x8 3x6 9-5-1 9-5-1 18-6-10 9-1-9 21-2-5 2-7-11 26-8-9 5-6-4 32-2-13 5-6-4 39-7-3 7-4-5 47-3-0 7-7-13 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 21-2-5 2-7-11 26-8-9 5-6-4 32-2-13 5-6-4 39-7-3 7-4-5 47-3-0 7-7-13 48-2-0 0-11-0 6-1-410-7-1112-5-612-7-81-4-612-5-62.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-3-3,Edge], [8:0-4-0,0-1-6], [11:0-3-4,0-1-8], [14:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.78 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.63 0.14 0.09 (loc) 19-21 19-21 13 19 l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 293 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 16-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-21,10-14,1-22: 2x4 SPF-S Stud, 2-22: 2x4 SPF 2100F 1.8E 11-13: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-19, 5-18, 6-17, 7-17, 8-17, 10-15, 2-22 REACTIONS.(lb/size)22=2807/Mechanical, 13=2788/0-3-8 Max Horz 22=-233(LC 7) Max Uplift 22=-183(LC 4), 13=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2777/239, 4-5=-3220/305, 5-6=-3390/374, 6-7=-2689/318, 7-8=-2689/318, 8-10=-3119/309, 10-11=-3486/224, 11-13=-2718/205 BOT CHORD 21-22=-138/2094, 19-21=-99/2923, 18-19=-62/3064, 17-18=-59/2680, 15-17=0/2342, 14-15=-19/2648, 13-14=-80/334 WEBS 2-21=0/1404, 4-21=-872/122, 4-19=-12/430, 5-18=-1554/181, 6-18=-150/1639, 6-17=-140/321, 7-17=-562/159, 8-17=-155/1003, 8-15=-44/573, 10-15=-455/173, 2-22=-3214/237, 11-14=0/2342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 11 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 22=183. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179879 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-8mPcGv_yvY9pt6kx4YLwfZlh?2U3mCG9GSE6T4ynbBR Scale = 1:85.7 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 3x6 5x6 6x8 8x8 5x8 3x8 2x4 3x4 3x6 5x6 4x8 3x4 3x4 4x8 2x4 5x8 6x8 6x10 3x4 4x8 3x8 9-5-1 9-5-1 18-6-10 9-1-9 20-8-3 2-1-9 26-8-9 6-0-7 32-9-0 6-0-7 34-6-8 1-9-8 42-3-0 7-8-8 6-4-9 6-4-9 12-5-9 6-1-1 18-6-10 6-1-1 20-8-3 2-1-9 26-8-9 6-0-7 32-9-0 6-0-7 34-6-8 1-9-8 42-3-0 7-8-8 6-1-410-7-1112-2-143-1-62-0-012-2-142.94 12 9.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [8:0-6-0,0-2-0], [10:Edge,0-1-8], [12:0-3-4,0-2-12], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.99 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.63 0.17 0.09 (loc) 18-20 18-20 11 18-20 l/defl >999 >800 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 277 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-21,13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-20,1-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-2 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 9-12 WEBS 1 Row at midpt 4-20, 4-18, 5-17, 6-15, 7-15, 8-15, 8-14 2 Rows at 1/3 pts 2-21 REACTIONS.(lb/size)11=2382/0-5-8, 21=2500/Mechanical Max Horz 21=154(LC 5) Max Uplift 11=-79(LC 4), 21=-182(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2415/213, 4-5=-2660/266, 5-6=-2794/330, 6-7=-2063/268, 7-8=-2062/268, 8-9=-2387/360, 9-10=-2445/202, 10-11=-2298/178 BOT CHORD 20-21=-149/1836, 18-20=-162/2499, 17-18=-117/2518, 15-17=-89/2213, 14-15=-34/1526, 9-12=-546/282 WEBS 2-20=0/1165, 4-20=-646/105, 4-18=-4/256, 5-17=-1506/183, 6-17=-151/1618, 6-15=-403/73, 7-15=-545/164, 8-15=-127/1262, 8-14=-1388/68, 12-14=-15/2257, 8-12=-190/1580, 2-21=-2812/210, 10-12=-53/1850 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 21=182. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T10 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179880 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cyz_TF?agrHgVGJ7eGs9BmIoVSymVopIV6zf?XynbBQ Scale = 1:34.4 1 2 3 4 5 10 9 8 7 6 11 12 5x6 5x12 5x6 2x4 3x4 4x6 4x8 5x6 2x4 4-5-14 4-5-14 12-5-2 7-11-4 16-11-0 4-5-14 -0-11-0 0-11-0 4-5-14 4-5-14 12-5-2 7-11-4 16-11-0 4-5-14 1-2-135-6-135-8-111-2-135-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-9,0-2-8], [4:0-9-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.45 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >796 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size)10=980/0-5-8, 6=857/0-5-8 Max Horz 10=148(LC 5) Max Uplift 10=-29(LC 6), 6=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-955/86, 3-4=-579/110, 4-5=-911/80, 2-10=-970/94, 5-6=-839/60 BOT CHORD 7-8=-88/604 WEBS 2-8=-60/588, 5-7=-52/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T11 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179881 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cyz_TF?agrHgVGJ7eGs9BmIuuS?eVqiIV6zf?XynbBQ Scale = 1:41.6 1 2 3 4 5 10 9 8 7 6 11 12 5x6 5x12 5x8 2x4 3x4 4x6 4x8 6x8 2x4 5-11-14 5-11-14 10-11-2 4-11-4 16-11-0 5-11-14 -0-11-0 0-11-0 5-11-14 5-11-14 10-11-2 4-11-4 16-11-0 5-11-14 1-2-137-0-137-2-111-2-137-0-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8], [4:0-9-9,0-2-8], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.27 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.01 0.01 (loc) 7-9 9-10 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7,2-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size)10=972/0-5-8, 6=865/0-5-8 Max Horz 10=182(LC 5) Max Uplift 10=-22(LC 6), 6=-8(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/98, 3-4=-519/130, 4-5=-898/91, 2-10=-922/110, 5-6=-814/76 BOT CHORD 7-9=-69/528 WEBS 2-9=-74/366, 5-7=-61/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T12 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179882 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-48XMhb0CR9PW6QuKCzNOkzq44sJWEBGRjmjDYzynbBP Scale = 1:49.7 1 2 3 4 5 6 7 12 11 10 9 8 13 5x6 5x6 3x4 3x6 3x8 4x6 3x6 4x6 3x4 3x6 3x6 7-5-14 7-5-14 9-5-2 1-11-4 16-11-0 7-5-14 -0-11-0 0-11-0 3-10-11 3-10-11 7-5-14 3-7-3 9-5-2 1-11-4 13-0-5 3-7-3 16-11-0 3-10-11 1-2-138-6-138-8-111-2-138-6-1312.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.42 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10,5-10,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size)12=919/0-5-8, 8=829/0-5-8 Max Horz 12=216(LC 5) Max Uplift 12=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/125, 3-4=-707/145, 4-5=-420/138, 5-6=-710/146, 2-12=-338/138 BOT CHORD 10-12=-99/504, 9-10=-15/419, 8-9=0/512 WEBS 3-12=-649/7, 6-8=-658/17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T13 Truss Type Common Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179883 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-YK5kux1rBTXNkZTWmhvdGBNEFFdXzdybyQSm4PynbBO Scale = 1:60.2 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x6 3x8 4x6 4x6 3x4 3x6 3x6 8-5-8 8-5-8 16-11-0 8-5-8 -0-11-0 0-11-0 4-0-0 4-0-0 8-5-8 4-5-8 12-11-0 4-5-8 16-11-0 4-0-0 1-2-139-8-51-2-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.56 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.02 0.01 (loc) 7-8 8-10 7 8 l/defl >999 >819 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=919/0-5-8, 7=829/0-5-8 Max Horz 10=240(LC 5) Max Uplift 10=-6(LC 6), 7=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-689/139, 4-5=-690/140, 2-10=-329/129 BOT CHORD 8-10=-96/508, 7-8=0/515 WEBS 4-8=-103/438, 3-10=-656/14, 5-7=-662/31 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T14 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179884 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-1Xe76H2TymfEMj1iJOQspOwM3fzxi7JkB4CJcsynbBN Scale = 1:42.6 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 3x6 5x6 5x6 2x4 3x6 3x6 2x4 3x6 3x8 3x6 3x6 5x12 3x6 5x12 2-3-8 2-3-8 5-8-14 3-5-6 12-6-2 6-9-4 15-11-8 3-5-6 18-3-0 2-3-8 2-3-8 2-3-8 5-8-14 3-5-6 12-6-2 6-9-4 15-11-8 3-5-6 18-3-0 2-3-8 19-2-0 0-11-0 1-7-87-2-87-4-61-7-81-0-07-2-812.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.49 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.05 0.01 (loc) 11-12 11-12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14,5-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-1 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)15=958/0-3-8, 8=1022/0-3-8 Max Horz 15=-190(LC 4) Max Uplift 15=-12(LC 6), 8=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1089/81, 2-3=-1038/99, 3-4=-648/113, 4-5=-994/101, 5-6=-1048/58, 1-15=-923/60, 6-8=-983/77 BOT CHORD 12-13=-175/743, 11-12=-92/677, 10-11=0/708 WEBS 3-12=0/262, 4-11=0/261, 1-13=-23/732, 6-10=0/706 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T15 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179885 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-VjCVJd25j4n5ztcvt5x5McSc_3M5RaZuPkxt8IynbBM Scale = 1:50.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 3x6 5x6 5x6 2x4 3x8 3x8 2x4 3x6 3x8 3x6 3x6 5x12 3x6 5x12 2-3-8 2-3-8 7-2-14 4-11-6 11-0-2 3-9-4 15-11-8 4-11-6 18-3-0 2-3-8 2-3-8 2-3-8 7-2-14 4-11-6 11-0-2 3-9-4 15-11-8 4-11-6 18-3-0 2-3-8 19-2-0 0-11-0 1-7-88-8-88-10-61-7-81-0-08-8-812.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.30 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.07 0.05 0.01 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14,5-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,8-9. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)15=895/0-3-8, 8=985/0-3-8 Max Horz 15=-224(LC 4) Max Uplift 15=-3(LC 6), 8=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1026/49, 2-3=-906/112, 3-4=-528/131, 4-5=-904/113, 5-6=-1022/51, 1-15=-861/31, 6-8=-942/63 BOT CHORD 12-13=-195/765, 11-12=-66/529, 10-11=0/748 WEBS 2-12=-265/161, 1-13=-35/733, 6-10=0/732 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T16 Truss Type Roof Special Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179886 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-VjCVJd25j4n5ztcvt5x5McSXb3H?RXYuPkxt8IynbBM Scale = 1:66.4 1 2 3 4 5 6 13 12 11 10 9 8 7 4x6 4x6 2x4 3x12 3x12 2x4 3x8 4x6 3x6 4x10 3x6 4x10 2-3-8 2-3-8 9-1-8 6-10-0 15-11-8 6-10-0 18-3-0 2-3-8 2-3-8 2-3-8 9-1-8 6-10-0 15-11-8 6-10-0 18-3-0 2-3-8 19-2-0 0-11-0 1-7-810-9-01-7-81-0-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-3-0,0-1-8], [9:0-6-8,0-2-8], [11:0-6-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.62 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.15 0.06 0.01 (loc) 10-11 10-11 7 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-12,4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)13=895/0-3-8, 7=985/0-3-8 Max Horz 13=-268(LC 4) Max Uplift 13=-6(LC 7), 7=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1053/53, 2-3=-859/114, 3-4=-859/114, 4-5=-1036/47, 1-13=-850/18, 5-7=-930/45 BOT CHORD 10-11=-229/840, 9-10=-28/824 WEBS 3-10=-16/437, 4-10=-423/218, 2-10=-439/248, 11-13=-202/267, 1-11=-68/789, 5-9=-14/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T17 Truss Type Half Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179887 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zvmtXz3jUOvyb1B5RpSKup?hvTjnA1m1eOhQhkynbBL Scale = 1:42.5 1 2 3 4 7 6 5 8 5x6 2x4 2x4 3x4 5x8 3x4 5-6-0 5-6-0 7-0-0 1-6-0 -0-11-0 0-11-0 5-6-0 5-6-0 7-0-0 1-6-0 1-7-86-11-107-1-86-8-20-3-86-11-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.21 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=427/0-3-8, 5=329/0-1-8 Max Horz 7=172(LC 6) Max Uplift 5=-109(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/37, 2-7=-375/0 BOT CHORD 6-7=-284/117 WEBS 3-5=-353/166, 2-6=-45/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=109. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T18 Truss Type Half Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179888 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-R6KFkJ4LFh1pDBmH?WzZR1XzZt5ivX8Bt2QzDAynbBK Scale = 1:33.8 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 4x6 3x4 4-0-0 4-0-0 7-0-0 3-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 7-0-0 3-0-0 1-7-85-5-105-7-85-2-20-3-85-5-1012.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.10 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=427/0-3-8, 5=329/0-1-8 Max Horz 7=127(LC 6) Max Uplift 5=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/16, 2-7=-391/25 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T19 Truss Type Common Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179889 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-R6KFkJ4LFh1pDBmH?WzZR1Xu1txZvLpBt2QzDAynbBK Scale: 3/16"=1' 1 2 3 4 5 6 10 9 8 714111213 3x6 4x6 3x8 3x8 4x6 4x6 3x8 3x8 3x6 9-1-8 9-1-8 18-3-0 9-1-8 4-8-8 4-8-8 9-1-8 4-5-0 13-6-8 4-5-0 14-6-0 0-11-8 18-3-0 3-9-0 19-2-0 0-11-0 1-7-810-9-01-7-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.75 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.35 0.02 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >611 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=1009/0-3-8, 7=1102/0-3-8 Max Horz 10=-268(LC 4) Max Uplift 10=-6(LC 7), 7=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-298/117, 2-3=-811/164, 3-4=-809/163, 4-5=-320/170, 1-10=-290/99, 5-7=-399/173 BOT CHORD 8-10=-94/584, 7-8=0/578 WEBS 3-8=-142/621, 2-10=-750/16, 4-7=-726/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T20 Truss Type COMMON Qty 3 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179890 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vIudxf5z0?9gqLLUYEUozE44JGI_eyMK6iAXldynbBJ Scale = 1:71.5 1 2 3 4 5 6 10 9 8 7111213 2x4 4x6 3x6 3x8 3x6 3x6 3x8 3x8 2x4 8-10-8 8-10-8 17-10-0 8-11-8 3-7-0 3-7-0 8-10-8 5-3-8 14-2-0 5-3-8 17-10-0 3-8-0 19-1-8 1-3-8 3-2-412-0-123-1-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.67 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.36 0.01 0.18 (loc) 8-10 8-10 7 7-8 l/defl >999 >587 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 3-8, 4-8, 2-10, 4-7 REACTIONS.(lb/size)10=1010/0-3-8, 7=1130/0-5-8 Max Horz 10=-277(LC 4) Max Uplift 10=-57(LC 4), 7=-46(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-738/387, 3-4=-737/386, 5-7=-267/234 BOT CHORD 8-10=-196/434, 7-8=-51/431 WEBS 3-8=-429/405, 2-10=-836/248, 4-7=-830/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T21 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179891 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-NUS09_5bnJHXSUwg6x?1WSd8ggeRNMdTKMv4H3ynbBI Scale = 1:53.9 1 2 3 4 5 6 7 8 14 13 12 11 10 91516 5x12 3x12 3x4 3x4 3x6 3x12 2x4 5x10 MT18HS 3x8 8x8 2x4 4x6 4-6-3 4-6-3 13-5-8 8-11-5 22-4-13 8-11-5 26-11-0 4-6-3 -3-4-4 3-4-4 4-6-3 4-6-3 13-5-8 8-11-5 22-4-13 8-11-5 26-11-0 4-6-3 27-10-0 0-11-0 3-7-17-11-68-1-43-7-17-11-612.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [3:0-9-2,0-2-8], [6:0-3-12,0-2-8], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.66 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.34 0.03 0.03 (loc) 10-11 10-11 9 11 l/defl >999 >944 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 144 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x6 SPF No.2, 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size)14=1803/0-3-8, 9=1575/0-3-8 Max Horz 14=255(LC 5) Max Uplift 14=-60(LC 5), 9=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1213/202, 3-4=-1400/204, 4-6=-1400/205, 6-7=-1194/161, 2-14=-1808/214, 7-9=-1575/129 BOT CHORD 11-13=-170/740, 10-11=-78/769 WEBS 3-11=-153/879, 4-11=-838/248, 6-11=-164/869, 6-10=-270/138, 2-13=-58/958, 7-10=-82/959 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T22 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179892 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-rh0OMK6EYcPO4eVsgfXG3f9KI4yB6qRdZ0feqVynbBH Scale = 1:57.6 1 2 3 4 5 6 7 13 12 11 10 9 81415 5x6 5x6 3x4 3x6 3x12 2x4 3x8 5x6 2x4 6x8 3x12 6-0-3 6-0-3 13-5-8 7-5-5 20-10-13 7-5-5 26-11-0 6-0-3 -3-4-4 3-4-4 6-0-3 6-0-3 13-5-8 7-5-5 20-10-13 7-5-5 26-11-0 6-0-3 27-10-0 0-11-0 3-7-19-5-69-7-43-7-19-5-612.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-2,0-2-8], [5:0-3-8,0-2-5], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.75 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.21 0.03 0.02 (loc) 9-10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,2-12,6-8,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-14 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS.(lb/size)13=1796/0-3-8, 8=1567/0-3-8 Max Horz 13=289(LC 5) Max Uplift 13=-20(LC 5), 8=-16(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1287/196, 3-4=-773/175, 4-5=-797/182, 5-6=-1277/170, 2-13=-1754/224, 6-8=-1522/138 BOT CHORD 12-13=-254/216, 10-12=-168/1221, 9-10=-168/1221 WEBS 3-12=-43/388, 4-12=-755/141, 4-10=0/419, 4-9=-745/150, 5-9=0/377, 2-12=-52/892, 6-9=-77/858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T23 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179893 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-rh0OMK6EYcPO4eVsgfXG3f9Ku4_o6q1dZ0feqVynbBH Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 81415 5x6 5x6 3x4 3x6 3x12 2x4 3x8 8x8 3x4 8x8 3x12 7-6-3 7-6-3 13-5-8 5-11-5 19-4-13 5-11-5 26-11-0 7-6-3 -3-4-4 3-4-4 7-6-3 7-6-3 13-5-8 5-11-5 19-4-13 5-11-5 26-11-0 7-6-3 27-10-0 0-11-0 3-7-110-11-611-1-43-7-110-11-612.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [3:0-3-2,0-2-8], [5:0-3-2,0-2-8], [6:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.58 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.02 0.02 (loc) 8-9 12-13 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,2-12,6-8,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS.(lb/size)13=1773/0-3-8, 8=1545/0-3-8 Max Horz 13=320(LC 5) Max Uplift 13=-68(LC 6), 8=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1319/192, 3-4=-765/194, 4-5=-785/199, 5-6=-1314/168, 2-13=-1709/230, 6-8=-1478/145 BOT CHORD 12-13=-287/258, 10-12=-139/1001, 9-10=-139/1001 WEBS 3-12=-25/392, 4-12=-560/147, 4-10=0/324, 4-9=-536/149, 5-9=-12/376, 2-12=-49/822, 6-9=-69/803 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T24 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179894 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Jtamag7sJwXFho42EM2VbtiWnUGwrGlmogOBMyynbBG Scale = 1:76.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x10 MT18HS 4x8 3x4 3x8 3x4 3x6 3x4 4x6 2x4 3x8 8x8 9-0-3 9-0-3 17-10-13 8-10-10 26-11-0 9-0-3 -3-4-4 3-4-4 3-0-0 3-0-0 9-0-3 6-0-3 17-10-13 8-10-10 23-11-0 6-0-3 26-11-0 3-0-0 27-10-0 0-11-0 3-7-112-5-612-7-43-7-112-5-612.00 12 Plate Offsets (X,Y)-- [4:0-7-0,0-1-12], [5:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.85 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.36 0.03 0.01 (loc) 10-12 10-12 9 10 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E, 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,7-9,6-9,3-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 6-9, 3-13 REACTIONS.(lb/size)9=1661/0-3-8, 13=1858/0-3-8 Max Horz 13=356(LC 5) Max Uplift 9=-26(LC 7), 13=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-174/363, 3-4=-1271/212, 4-5=-777/215, 5-6=-1309/214, 2-13=-505/432 BOT CHORD 12-13=-244/564, 10-12=-64/811, 9-10=-24/633 WEBS 3-12=-76/344, 4-12=-17/258, 5-10=-12/260, 6-10=-77/337, 6-9=-1473/51, 3-13=-1338/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T25 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179895 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-o378n08U4Ef6JyfFn4Zk84Fmuugmajzw0K8kuOynbBF Scale = 1:68.0 1 2 3 4 5 6 7 89 14 13 12 11 10151617181920 8x8 4x6 4x6 3x6 3x8 3x4 3x8 3x6 3x4 4x6 2x4 3x8 8-4-15 8-4-15 18-6-1 10-1-2 26-11-0 8-4-15 -3-4-4 3-4-4 3-0-0 3-0-0 8-4-15 5-4-15 13-5-8 5-0-9 18-6-1 5-0-9 23-11-0 5-4-15 26-11-0 3-0-0 27-10-0 0-11-0 3-7-112-0-03-7-112-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [6:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.62 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.46 0.03 0.01 (loc) 11-13 11-13 10 11-13 l/defl >999 >691 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-13,5-13,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-11, 7-10, 3-14 REACTIONS.(lb/size)10=1643/0-3-8, 14=1868/0-3-8 Max Horz 14=344(LC 5) Max Uplift 10=-29(LC 7), 14=-62(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-160/372, 3-4=-1289/209, 4-5=-791/205, 5-6=-805/208, 6-7=-1297/211, 2-14=-494/442 BOT CHORD 13-14=-239/571, 11-13=-132/886, 10-11=-21/628 WEBS 3-13=-64/339, 4-13=-39/453, 5-13=-333/176, 5-11=-309/179, 6-11=-40/441, 7-11=-66/322, 7-10=-1477/36, 3-14=-1380/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T26 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179896 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-GGhW?M96rXnzx6DRLn4zgInvzH_fJAP3F_tIQqynbBE Scale = 1:68.0 1 2 3 4 5 6 7 8 13 12 11 10 914151617 5x6 4x6 4x6 2x4 3x4 3x6 5x12 3x4 3x8 3x6 6x6 4x6 8-4-15 8-4-15 18-6-1 10-1-2 26-7-8 8-1-7 -3-4-4 3-4-4 3-0-0 3-0-0 8-4-15 5-4-15 13-5-8 5-0-9 18-6-1 5-0-9 23-11-0 5-4-15 26-7-8 2-8-8 3-7-112-0-03-10-912-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.77 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.59 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >807 >532 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-12,7-10,2-13,8-9,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 5-10, 7-9 REACTIONS.(lb/size)13=1753/0-3-8, 9=1526/Mechanical Max Horz 13=304(LC 5) Max Uplift 13=-57(LC 6), 9=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1373/145, 3-4=-1228/198, 4-5=-741/198, 5-6=-773/189, 6-7=-1252/186, 2-13=-1707/216 BOT CHORD 12-13=-262/185, 10-12=-96/847, 9-10=-41/566 WEBS 4-12=-34/411, 5-12=-353/169, 5-10=-289/178, 6-10=-23/415, 7-10=-59/356, 2-12=0/948, 7-9=-1472/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T27 Truss Type Piggyback Base Qty 3 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179897 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-GGhW?M96rXnzx6DRLn4zgInykH?zJA83F_tIQqynbBE Scale = 1:68.0 1 2 3 4 5 6 7 12 11 10 9 8131415161718 2x4 4x6 4x6 2x4 3x4 3x8 3x6 3x4 3x8 3x6 4x6 4x6 8-4-15 8-4-15 18-6-1 10-1-2 26-7-8 8-1-7 3-0-0 3-0-0 8-4-15 5-4-15 13-5-8 5-0-9 18-6-1 5-0-9 23-11-0 5-4-15 26-7-8 2-8-8 3-7-112-0-03-10-912-0-012.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.68 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.47 0.03 0.02 (loc) 9-11 9-11 8 9-11 l/defl >999 >669 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-11,4-11,4-9,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9, 2-12, 6-8 REACTIONS.(lb/size)12=1558/Mechanical, 8=1559/Mechanical Max Horz 12=188(LC 5) Max Uplift 12=-8(LC 6), 8=-8(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1302/182, 3-4=-809/186, 4-5=-793/185, 5-6=-1280/180 BOT CHORD 11-12=-173/636, 9-11=-88/889, 8-9=-38/578 WEBS 2-11=-58/321, 3-11=-23/444, 4-11=-310/170, 4-9=-345/168, 5-9=-24/435, 6-9=-56/367, 2-12=-1490/109, 6-8=-1499/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T28 Truss Type Hip Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179898 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-kSFvCi9kcrvpYGodvUbCDVK58hQE2dqDUedrzGynbBD Scale = 1:62.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 4x10 4x8 5x8 2x4 3x4 3x6 3x6 3x4 3x8 3x6 4x6 2x4 5x6 5-7-15 5-7-15 11-0-7 5-4-7 13-10-9 2-10-3 19-3-1 5-4-7 24-11-0 5-7-15 -0-11-0 0-11-0 5-7-15 5-7-15 11-0-7 5-4-7 13-10-9 2-10-3 19-3-1 5-4-7 24-11-0 5-7-15 28-3-4 3-4-4 2-8-710-9-1010-11-122-8-710-9-109.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-5-0,0-0-10], [5:0-4-0,0-1-6], [6:0-2-12,Edge], [7:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.36 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.10 0.02 0.02 (loc) 12-14 12-14 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,4-11,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 3-12, 4-11, 6-11 REACTIONS.(lb/size)15=1386/0-3-8, 9=1617/0-3-8 Max Horz 15=-299(LC 4) Max Uplift 15=-26(LC 6), 9=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1239/123, 3-4=-1081/190, 4-5=-746/186, 5-6=-1081/184, 6-7=-1241/133, 2-15=-1340/116, 7-9=-1574/206 BOT CHORD 14-15=-234/295, 12-14=-84/895, 11-12=-26/749, 10-11=0/861 WEBS 3-12=-269/132, 4-12=-57/304, 5-11=-42/279, 2-14=0/933, 7-10=0/962 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T29 Truss Type Common Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179899 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-CepHP2AMN92gAPNqTC6RmjtCx5fkn19MjIMPVjynbBC Scale = 1:72.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 3x6 4x8 3x6 3x6 3x6 3x6 3x6 3x6 3x4 3x8 3x8 3x4 8-4-13 8-4-13 16-6-3 8-1-5 24-11-0 8-4-13 -0-11-0 0-11-0 5-5-0 5-5-0 12-5-8 7-0-8 19-6-0 7-0-8 24-11-0 5-5-0 26-2-13 1-3-13 2-8-712-0-92-8-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.79 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.31 0.04 0.02 (loc) 11-13 10-11 10 11-13 l/defl >999 >965 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1546/0-3-8, 10=1582/0-3-8 Max Horz 14=-302(LC 4) Max Uplift 14=-19(LC 6), 10=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1368/225, 5-7=-1365/225, 2-14=-302/142, 8-10=-332/163 BOT CHORD 13-14=-106/988, 11-13=-6/796, 10-11=0/983 WEBS 5-11=-95/534, 5-13=-94/539, 3-14=-1463/0, 7-10=-1470/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss T30 Truss Type Half Hip Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179900 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-grNfdOB_8SAXoZy00vdgIwPUZV6qWckVxy6y19ynbBB Scale = 1:44.6 1 2 3 4 6 5 5x6 2x4 2x4 3x6 4x8 6-0-0 6-0-0 -0-11-0 0-11-0 4-6-0 4-6-0 6-0-0 1-6-0 2-11-127-3-147-5-127-0-60-3-87-3-1412.00 12 Plate Offsets (X,Y)-- [3:0-4-2,Edge], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.35 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >498 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=365/0-3-8, 5=286/0-1-8 Max Horz 6=130(LC 5) Max Uplift 5=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-310/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=125. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 McKenzie 92 Westvale Job Reference (optional) I38179901 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-grNfdOB_8SAXoZy00vdgIwPP6V6EWQXVxy6y19ynbBB Scale = 1:66.4 1 2 3 4 5 6 7 13 12 11 10 9 814151617 5x8 4x8 3x8 6x8 12x12 3x12 8x8 4x8 10x10 5x8 3x6 4x8 4-8-8 4-8-8 9-1-8 4-5-0 11-1-8 2-0-0 18-3-0 7-1-8 4-8-8 4-8-8 9-1-8 4-5-0 11-1-8 2-0-0 15-0-0 3-10-8 18-3-0 3-3-0 19-2-0 0-11-0 1-7-810-9-01-7-812.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [5:0-3-7,0-2-0], [9:0-3-8,0-4-0], [12:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.33 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.20 0.02 0.07 (loc) 9 9 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 435 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-9,2-10,2-12,5-9,5-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=12675/0-3-8, 8=8658/0-3-8 Max Horz 13=-263(LC 3) Max Uplift 13=-1596(LC 6), 8=-1673(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11186/1579, 2-3=-8704/1647, 3-4=-8579/1642, 4-5=-9576/1974, 5-6=-1372/355, 1-13=-10005/1385, 6-8=-1184/293 BOT CHORD 12-13=-300/613, 10-12=-1147/7805, 9-10=-1311/6688, 8-9=-1102/5774 WEBS 3-10=-2264/11756, 4-10=-2542/1217, 4-9=-1348/2989, 2-10=-2842/149, 2-12=-13/3719, 1-12=-1013/7463, 5-9=-339/1447, 5-8=-8571/1635 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-9 2x4 - 2 rows staggered at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 1 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1596, 8=1673. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2480 lb down and 194 lb up at 1-2-4, 2480 lb down and 194 lb up at 3-2-4, 2480 lb down and 194 lb up at 5-2-4, 2787 lb down and 195 lb up at 7-2-4, and 2869 lb down and 220 lb up at 9-2-4, and 6355 lb down and 2263 lb up at 11-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG01 Truss Type Common Girder Qty 1 Ply 3 McKenzie 92 Westvale Job Reference (optional) I38179901 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-grNfdOB_8SAXoZy00vdgIwPP6V6EWQXVxy6y19ynbBB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-80, 6-7=-80, 8-13=-20 Concentrated Loads (lb) Vert: 10=-2869(B) 9=-6355(B) 14=-2480(B) 15=-2480(B) 16=-2480(B) 17=-2787(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179902 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cDVP23CFf4QF1t6P8Kg8NLVj0IlM_LaoPFb362ynbB9 Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425262728293031323334353637383940414243 3x8 8x8 3x6 4x6 8x8 5x8 6x10 2x4 3x6 4x6 3x6 5x8 6x6 6x6 4x6 6x8 3x6 3x6 4x6 5x6 7-7-15 7-7-15 15-2-1 7-6-3 22-8-4 7-6-3 30-2-7 7-6-3 37-6-13 7-4-7 47-3-0 9-8-3 7-7-15 7-7-15 15-2-1 7-6-3 22-8-4 7-6-3 30-2-7 7-6-3 37-6-13 7-4-7 42-3-3 4-8-5 47-3-0 4-11-13 48-2-0 0-11-0 8-5-68-7-81-4-68-5-69.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [2:0-3-8,0-2-8], [8:0-3-3,Edge], [15:0-3-8,0-2-8], [20:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.48 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.62 0.12 0.30 (loc) 16-18 16-18 12 16-18 l/defl >999 >912 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 578 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-11: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-21: 2x4 SPF 2100F 1.8E 2-20,4-18,5-16,7-15,8-13,9-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-21, 1-20, 2-20, 9-12 REACTIONS.(lb/size)21=6375/Mechanical, 12=6113/0-3-8 Max Horz 21=-246(LC 3) Max Uplift 21=-2251(LC 4), 12=-1732(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-5789/2056, 1-2=-5178/1919, 2-4=-8194/2971, 4-5=-8194/2971, 5-7=-9418/3335, 7-8=-8702/3000, 8-9=-7691/2443, 9-10=-1229/382, 10-12=-981/284 BOT CHORD 18-20=-1948/5178, 16-18=-3364/9418, 15-16=-3027/8699, 13-15=-1974/6093, 12-13=-1696/5624 WEBS 1-20=-2693/7546, 2-20=-3888/1312, 2-18=-1544/4427, 4-18=-589/176, 5-18=-1796/581, 5-16=-341/716, 7-16=-495/1133, 7-15=-1547/580, 8-15=-1569/3962, 8-13=-426/1222, 9-13=-397/884, 9-12=-6644/2096 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=2251, 12=1732. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179902 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:40 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cDVP23CFf4QF1t6P8Kg8NLVj0IlM_LaoPFb362ynbB9 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 178 lb up at 1-6-1, 309 lb down and 178 lb up at 3-6-1, 309 lb down and 178 lb up at 5-6-1, 309 lb down and 178 lb up at 7-6-1, 309 lb down and 178 lb up at 9-6-1, 309 lb down and 178 lb up at 11-6-1, 309 lb down and 178 lb up at 13-6-1, 309 lb down and 178 lb up at 15-6-1, 309 lb down and 178 lb up at 17-6-1, 309 lb down and 178 lb up at 19-6-1, 309 lb down and 178 lb up at 21-6-1, 309 lb down and 178 lb up at 23-6-1, 309 lb down and 178 lb up at 25-6-1, 309 lb down and 178 lb up at 27-6-1, 309 lb down and 178 lb up at 29-6-1, 309 lb down and 178 lb up at 31-6-1, 309 lb down and 178 lb up at 33-6-1, 309 lb down and 178 lb up at 35-6-1, 309 lb down and 178 lb up at 37-6-1, 309 lb down and 121 lb up at 39-6-1, and 309 lb down and 61 lb up at 41-6-1, and 450 lb down and 180 lb up at 43-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-80, 8-10=-80, 10-11=-80, 21-24=-60, 20-24=-20, 20-27=-60, 27-31=-20, 16-31=-60, 16-35=-20, 15-35=-60, 15-40=-20, 13-40=-60, 12-13=-20 Concentrated Loads (lb) Vert: 20=-309 13=-309 14=-309 17=-309 22=-309 23=-309 25=-309 26=-309 27=-309 28=-309 29=-309 30=-309 32=-309 33=-309 34=-309 36=-309 37=-309 38=-309 39=-309 41=-309 42=-309 43=-450(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179903 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-4P2nFPDtQNY6f1hbi2BNwZ1yAi5njogydvKceUynbB8 Scale = 1:73.3 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3x4 4x6 3x6 4x6 2x4 4x8 2x4 3x4 4x8 4x6 3x6 4x6 3x8 8x16 3x6 4x8 3x4 4x6 3x6 0-0-4 0-0-4 7-1-4 7-1-0 14-0-12 6-11-8 20-4-8 6-3-12 20-10-8 0-6-0 28-0-9 7-2-1 35-0-15 7-0-5 42-3-0 7-2-1 7-1-4 7-1-4 14-0-12 6-11-8 20-10-8 6-9-12 28-0-9 7-2-1 35-0-15 7-0-5 42-3-0 7-2-1 7-4-119-4-112-0-0Plate Offsets (X,Y)-- [3:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.46 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.13 0.01 0.07 (loc) 18-19 18-19 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 515 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 5-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-19,2-18,3-16,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 9-10, 3-15 REACTIONS.(lb/size)19=2363/0-5-4, 10=2153/0-3-8, 15=5876/0-5-8 Max Uplift 19=-757(LC 3), 10=-940(LC 3), 15=-2297(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1815/566, 1-2=-1590/515, 2-3=-1225/391, 3-5=-313/916, 5-6=-319/930, 6-8=-945/481, 8-9=-1203/547, 9-10=-1759/750 BOT CHORD 16-18=-515/1590, 15-16=-391/1225, 14-15=-177/333, 5-15=-576/133, 11-13=-547/1203 WEBS 1-18=-721/2222, 2-16=-519/177, 3-16=-588/1623, 3-15=-3040/999, 13-15=-487/1015, 6-15=-2649/1129, 6-13=-673/1326, 8-13=-419/109, 8-11=-284/217, 9-11=-880/1926 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=757, 10=940, 15=2297. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179903 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-4P2nFPDtQNY6f1hbi2BNwZ1yAi5njogydvKceUynbB8 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 275 lb down and 153 lb up at 1-0-12, 275 lb down and 153 lb up at 3-0-12, 275 lb down and 153 lb up at 5-0-12, 275 lb down and 153 lb up at 7-0-12, 275 lb down and 153 lb up at 9-0-12, 275 lb down and 153 lb up at 11-0-12, 275 lb down and 153 lb up at 13-0-12, 275 lb down and 153 lb up at 15-0-12, 275 lb down and 153 lb up at 17-0-12, 275 lb down and 153 lb up at 19-0-12, 275 lb down and 216 lb up at 21-0-4, 282 lb down and 214 lb up at 23-0-12, 282 lb down and 214 lb up at 25-0-12, 282 lb down and 214 lb up at 27-0-12, 282 lb down and 214 lb up at 29-0-12, 282 lb down and 214 lb up at 31-0-12, 282 lb down and 214 lb up at 33-0-12, 282 lb down and 214 lb up at 35-0-12, 173 lb down and 162 lb up at 37-0-12, and 173 lb down and 162 lb up at 39-0-12, and 173 lb down and 162 lb up at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-80, 19-21=-60, 18-21=-20, 18-23=-60, 16-23=-20, 16-27=-60, 15-27=-20, 14-33=-20, 11-33=-60, 11-36=-20, 10-36=-60 Concentrated Loads (lb) Vert: 17=-275 18=-275 15=-275 11=-282 20=-275 21=-275 22=-275 24=-275 25=-275 26=-275 27=-275 28=-275 29=-282 30=-282 31=-282 32=-282 33=-282 34=-282 35=-173 37=-173 38=-173 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179904 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ZccATlEVBhgzGBGnFlicTma5I6T?SFd5sZ49AwynbB7 Scale = 1:31.4 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 5x6 5x6 3x6 2x4 4x6 3x12 2x4 3x8 3x6 2x4 3x12 2-11-14 2-11-14 8-5-8 5-5-10 13-11-2 5-5-10 16-11-0 2-11-14 -0-11-0 0-11-0 2-11-14 2-11-14 8-5-8 5-5-10 13-11-2 5-5-10 16-11-0 2-11-14 1-2-134-0-134-2-111-2-134-0-1312.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.34 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.02 0.03 (loc) 9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=1291/0-5-8, 7=1221/0-5-8 Max Horz 12=111(LC 4) Max Uplift 12=-263(LC 5), 7=-258(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1223/275, 3-4=-808/230, 4-5=-837/239, 5-6=-1253/280, 2-12=-1271/263, 6-7=-1202/255 BOT CHORD 9-11=-369/1470, 8-9=-369/1470 WEBS 3-11=-82/479, 4-11=-820/215, 4-9=0/333, 4-8=-791/205, 5-8=-65/472, 2-11=-203/839, 6-8=-214/849 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=263, 7=258. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 66 lb up at 4-0-12, 54 lb down and 66 lb up at 6-0-12, 54 lb down and 64 lb up at 8-0-12, 54 lb down and 66 lb up at 10-0-12, and 54 lb down and 66 lb up at 12-0-12, and 54 lb down and 66 lb up at 12-10-4 on top chord, and 175 lb down and 102 lb up at 2-11-14, 32 lb down at 4-0-12, 32 lb down at 6-0-12, 32 lb down at 8-0-12, 32 lb down at 10-0-12, 32 lb down at 12-0-12, and 32 lb down at 12-10-4, and 175 lb down and 102 lb up at 13-11-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179904 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ZccATlEVBhgzGBGnFlicTma5I6T?SFd5sZ49AwynbB7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 7-12=-20 Concentrated Loads (lb) Vert: 11=-175 8=-175 13=-48(F) 14=-48(F) 15=-48(F) 16=-48(F) 17=-48(F) 18=-48(F) 19=-21(F) 20=-21(F) 21=-21(F) 22=-21(F) 23=-21(F) 24=-21(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179905 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-1oAYg5F7y?oquKrzpSDr?_7GdWn7BhVE5DpjjNynbB6 Scale = 1:35.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 5x6 8x8 8x8 2x4 3x6 3x6 2x4 3x8 2x4 3x8 3x8 5x6 4x6 5x12 4x6 5x12 2-3-8 2-3-8 4-2-14 1-11-6 9-1-8 4-10-10 14-0-2 4-10-10 15-11-8 1-11-6 18-3-0 2-3-8 2-3-8 2-3-8 4-2-14 1-11-6 9-1-8 4-10-10 14-0-2 4-10-10 15-11-8 1-11-6 18-3-0 2-3-8 19-2-0 0-11-0 1-7-85-8-85-10-61-7-81-0-05-8-812.00 12 Plate Offsets (X,Y)-- [3:0-6-2,Edge], [5:0-6-2,Edge], [7:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.47 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.08 0.05 (loc) 13 13-14 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-16,6-10: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. REACTIONS.(lb/size)17=1783/0-3-8, 9=1856/0-3-8 Max Horz 17=-153(LC 3) Max Uplift 17=-459(LC 5), 9=-466(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2047/594, 2-3=-2120/646, 3-4=-1484/481, 4-5=-1460/468, 5-6=-2086/620, 6-7=-2016/543, 1-17=-1734/491, 7-9=-1804/473 BOT CHORD 2-15=-301/138, 14-15=-494/1399, 13-14=-630/2090, 12-13=-630/2090, 11-12=-359/1370, 6-11=-296/86 WEBS 2-14=-159/261, 3-14=-270/983, 4-14=-838/259, 4-13=0/423, 4-12=-867/266, 5-12=-267/980, 6-12=-122/257, 1-15=-380/1386, 7-11=-351/1365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=459, 9=466. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 84 lb up at 4-2-14, 115 lb down and 84 lb up at 5-11-2, 115 lb down and 84 lb up at 7-11-2, 115 lb down and 83 lb up at 9-11-2, and 115 lb down and 84 lb up at 11-11-2, and 142 lb down and 84 lb up at 14-0-2 on top chord, and 313 lb down and 175 lb up at 4-2-14, 85 lb down and 17 lb up at 4-3-14, 85 lb down and 17 lb up at 5-11-2, 85 lb down and 17 lb up at 7-11-2, 85 lb down and 17 lb up at 9-11-2, 85 lb down and 17 lb up at 11-11-2, and 85 lb down and 17 lb up at 13-11-2, and 313 lb down and 175 lb up at 14-0-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179905 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:44 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-V_kwuRGljIwhWUQANAk4YBfRNw7Mv8lOKtZGFpynbB5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-7=-80, 7-8=-80, 16-17=-20, 11-15=-20, 9-10=-20 Concentrated Loads (lb) Vert: 3=-115(F) 5=-115(F) 14=-387(F=-74) 12=-387(F=-74) 18=-115(F) 19=-115(F) 20=-115(F) 21=-115(F) 22=-74(F) 23=-74(F) 24=-74(F) 25=-74(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179906 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-V_kwuRGljIwhWUQANAk4YBfXbwBevGXOKtZGFpynbB5 Scale = 1:52.7 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 3x8 4x8 4x6 2x4 3x6 3x6 2x4 3x6 4x8 3x6 4x6 5x12 4x6 5x12 2-3-8 2-3-8 7-6-10 5-3-2 10-8-6 3-1-12 15-11-8 5-3-2 18-3-0 2-3-8 2-3-8 2-3-8 7-6-10 5-3-2 10-8-6 3-1-12 15-11-8 5-3-2 18-3-0 2-3-8 19-2-0 0-11-0 1-7-89-2-21-7-81-0-09-2-212.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.20 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.03 0.01 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-14,5-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=2423/0-3-8, 8=1108/0-3-8 Max Horz 15=-230(LC 3) Max Uplift 15=-97(LC 5), 8=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2626/179, 2-3=-1127/81, 3-4=-638/102, 4-5=-1064/90, 5-6=-1155/23, 1-15=-2391/177, 6-8=-1056/20 BOT CHORD 12-13=-286/1592, 11-12=-76/681, 10-11=-8/851 WEBS 2-12=-1008/228, 3-12=-37/477, 4-11=-33/346, 1-13=-89/1525, 6-10=-1/837 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 550 lb down and 64 lb up at 1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179906 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:44 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-V_kwuRGljIwhWUQANAk4YBfXbwBevGXOKtZGFpynbB5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-630, 2-3=-80, 3-4=-80, 4-6=-80, 6-7=-80, 14-15=-20, 10-13=-20, 8-9=-20 Concentrated Loads (lb) Vert: 2=-550 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG07 Truss Type Roof Special Girder Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179907 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zBII5nGNUc2Y7e_MxtFJ4PCc3JQHecjXYXIqnFynbB4 Scale = 1:66.4 1 2 3 4 5 6 13 12 11 10 9 8 7 5x6 4x6 2x4 3x12 3x12 2x4 3x8 5x6 4x6 5x12 4x6 5x12 2-3-8 2-3-8 9-1-8 6-10-0 15-11-8 6-10-0 18-3-0 2-3-8 2-3-8 2-3-8 9-1-8 6-10-0 15-11-8 6-10-0 18-3-0 2-3-8 19-2-0 0-11-0 1-7-810-9-01-7-81-0-012.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.62 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.07 0.02 (loc) 10-11 10-11 7 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-12,4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. WEBS 1 Row at midpt 2-10 REACTIONS.(lb/size)13=1873/0-3-8, 7=1108/0-3-8 Max Horz 13=-265(LC 3) Max Uplift 13=-67(LC 6), 7=-13(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2186/121, 2-3=-1032/102, 3-4=-1033/117, 4-5=-1165/31, 1-13=-1800/75, 5-7=-1045/7 BOT CHORD 2-11=-257/116, 10-11=-223/1636, 9-10=-35/912 WEBS 3-10=-16/642, 4-10=-388/221, 2-10=-1151/292, 1-11=-116/1586, 5-9=-25/890 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1100 lb down and 69 lb up at 1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-6=-80, 12-13=-20, 9-11=-20, 7-8=-20 Concentrated Loads (lb) Vert: 2=-1100 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179908 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-RNsgI7H0FwAPloZYUbnYdclsFjuEND9hnB2NJhynbB3 Scale = 1:25.4 1 2 3 4 7 6 5 8 9 10 11 5x6 3x4 4x6 2x4 3x4 3x6 2-6-0 2-6-0 7-0-0 4-6-0 -0-11-0 0-11-0 2-6-0 2-6-0 7-0-0 4-6-0 1-7-83-11-104-1-83-11-1012.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.13 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=470/Mechanical, 7=548/0-3-8 Max Horz 7=83(LC 5) Max Uplift 5=-166(LC 4), 7=-120(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-378/119, 2-7=-532/121 WEBS 3-5=-270/131, 2-6=-102/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=166, 7=120. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 65 lb up at 4-0-12, and 49 lb down and 65 lb up at 6-0-12 on top chord, and 130 lb down and 133 lb up at 2-6-0, and 27 lb down and 13 lb up at 4-0-12, and 31 lb down and 11 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-130 8=-41(F) 9=-49(F) 10=-20(F) 11=-22(F) August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179909 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vZQ3WTIe0DIGNy8l2IIn9qH2G7DX6dTq0rnws8ynbB2 Scale = 1:66.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 4x6 4x6 2x4 3x6 3x6 2x4 3x8 3x6 3x6 3x6 3x6 4x6 4x6 5x12 4x6 5x12 2-3-8 2-3-8 5-8-8 3-5-0 9-1-8 3-5-0 12-6-8 3-5-0 15-11-8 3-5-0 18-3-0 2-3-8 2-3-8 2-3-8 5-8-8 3-5-0 9-1-8 3-5-0 12-6-8 3-5-0 15-11-8 3-5-0 18-3-0 2-3-8 19-2-0 0-11-0 1-7-810-9-01-7-81-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.19 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.03 0.01 (loc) 14 14 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-16,6-10: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=2423/0-3-8, 9=1108/0-3-8 Max Horz 17=-265(LC 3) Max Uplift 17=-101(LC 6), 9=-13(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2610/126, 2-3=-1309/76, 3-4=-891/130, 4-5=-893/145, 5-6=-1096/83, 6-7=-1144/33, 1-17=-2395/132, 7-9=-1067/22 BOT CHORD 14-15=-177/1530, 13-14=-72/849, 12-13=0/708, 11-12=0/787 WEBS 4-13=-133/860, 5-13=-310/134, 3-13=-591/161, 3-14=-37/526, 2-14=-828/152, 1-15=-59/1478, 7-11=0/781 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 17=101. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 550 lb down and 34 lb up at 1-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179909 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:47 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vZQ3WTIe0DIGNy8l2IIn9qH2G7DX6dTq0rnws8ynbB2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-630, 2-4=-80, 4-7=-80, 7-8=-80, 16-17=-20, 11-15=-20, 9-10=-20 Concentrated Loads (lb) Vert: 2=-550 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179910 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Nm_RjoJGnXQ7?6jxc0p0i1q9hXXRr4U_EVXUOaynbB1 Scale = 1:52.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x12 3x4 2x4 4x6 3x6 3x6 3x6 2x4 3x12 5x12 3x6 4x6 2x4 4x6 3-0-3 3-0-3 10-0-5 7-0-2 16-10-11 6-10-6 23-10-13 7-0-2 26-11-0 3-0-3 -3-4-4 3-4-4 3-0-3 3-0-3 10-0-5 7-0-2 16-10-11 6-10-6 23-10-13 7-0-2 26-11-0 3-0-3 27-10-0 0-11-0 3-7-16-5-66-7-43-7-16-5-612.00 12 Plate Offsets (X,Y)-- [3:0-9-2,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.27 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.11 0.02 0.06 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 322 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,4-12,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)16=2480/0-3-8, 10=2274/0-3-8 Max Horz 16=218(LC 4) Max Uplift 16=-920(LC 4), 10=-959(LC 3) Max Grav 16=2480(LC 1), 10=2279(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1513/733, 3-4=-2326/1059, 4-6=-2321/1073, 6-7=-2324/1074, 7-8=-1492/732, 2-16=-2489/955, 8-10=-2292/1001 BOT CHORD 14-15=-580/979, 12-14=-1106/2325, 11-12=-518/1019 WEBS 3-15=-614/178, 3-14=-761/1790, 4-14=-851/367, 6-12=-896/358, 7-12=-763/1734, 7-11=-675/197, 2-15=-678/1452, 8-11=-746/1533 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=920, 10=959. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179910 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ryXpx8JuYrYzcFI7AjKGFFNKRxtgaXk7T9G1w0ynbB0 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 68 lb up at 4-0-12, 76 lb down and 68 lb up at 6-0-12, 76 lb down and 68 lb up at 8-0-12, 76 lb down and 68 lb up at 10-0-12, 76 lb down and 68 lb up at 12-0-12, 76 lb down and 68 lb up at 14-0-12, 76 lb down and 68 lb up at 16-0-12, 76 lb down and 68 lb up at 18-0-12, 76 lb down and 68 lb up at 20-0-12, and 76 lb down and 68 lb up at 22-0-12, and 76 lb down and 68 lb up at 22-10-4 on top chord, and 181 lb down and 257 lb up at 3-0-3, 43 lb down and 61 lb up at 4-0-12, 43 lb down and 61 lb up at 6-0-12, 43 lb down and 61 lb up at 8-0-12, 43 lb down and 61 lb up at 10-0-12, 43 lb down and 61 lb up at 12-0-12, 43 lb down and 61 lb up at 14-0-12, 43 lb down and 61 lb up at 16-0-12, 43 lb down and 61 lb up at 18-0-12, 43 lb down and 61 lb up at 20-0-12, 43 lb down and 61 lb up at 22-0-12, and 43 lb down and 61 lb up at 22-10-4, and 181 lb down and 257 lb up at 23-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-7=-80, 7-8=-80, 8-9=-80, 15-16=-20, 15-28=-60, 14-28=-20, 14-32=-60, 32-37=-20, 11-37=-60, 10-11=-20 Concentrated Loads (lb) Vert: 15=-181 14=-22(B) 4=-76(B) 11=-181 17=-76(B) 18=-76(B) 19=-76(B) 20=-76(B) 21=-76(B) 22=-76(B) 23=-76(B) 24=-76(B) 25=-76(B) 26=-76(B) 27=-22(B) 29=-22(B) 30=-22(B) 31=-22(B) 33=-22(B) 34=-22(B) 35=-22(B) 36=-22(B) 38=-22(B) 39=-22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179911 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ryXpx8JuYrYzcFI7AjKGFFNIMxokaU57T9G1w0ynbB0 Scale = 1:53.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 4x8 4x10 4x6 3x8 3x6 3x6 3x6 2x4 4x6 4x6 3x4 8-4-7 8-4-7 16-6-9 8-2-3 24-11-0 8-4-7 -0-11-0 0-11-0 3-9-0 3-9-0 8-4-7 4-7-7 16-6-9 8-2-3 21-2-0 4-7-7 24-11-0 3-9-0 28-3-4 3-4-4 2-8-78-9-108-11-122-8-78-9-109.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.59 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.15 0.03 0.09 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=2641/0-3-8, 9=2903/0-3-8 Max Horz 13=-251(LC 3) Max Uplift 13=-915(LC 5), 9=-951(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2549/1048, 4-5=-1965/874, 5-6=-2539/1042, 2-13=-306/102, 7-9=-524/179 BOT CHORD 12-13=-698/1568, 10-12=-780/1980, 9-10=-535/1514 WEBS 3-12=-376/717, 4-12=-545/916, 5-10=-541/941, 6-10=-374/759, 3-13=-2588/936, 6-9=-2652/890 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=915, 9=951. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 358 lb down and 236 lb up at 4-5-3, 266 lb down and 137 lb up at 6-5-3, 258 lb down and 202 lb up at 8-5-3, 258 lb down and 202 lb up at 10-5-13, 258 lb down and 202 lb up at 12-5-13, 258 lb down and 202 lb up at 14-5-13, 258 lb down and 202 lb up at 16-5-13, and 266 lb down and 137 lb up at 18-5-13, and 358 lb down and 236 lb up at 20-5-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179911 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ryXpx8JuYrYzcFI7AjKGFFNIMxokaU57T9G1w0ynbB0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-80, 4-5=-80, 5-7=-80, 7-8=-80, 13-18=-20, 10-18=-60, 9-10=-20 Concentrated Loads (lb) Vert: 12=-258 10=-258 15=-358(B) 16=-266 17=-258 19=-258 20=-258 21=-266 22=-358(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG12 Truss Type Common Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179912 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-K85B8UKWJ8gqEPtKjRrVnSvV_KALJvyGip0bSTynbB? Scale = 1:73.0 1 2 3 4 5 6 7 13 12 11 10 9 814151617181920 3x4 4x6 4x6 2x4 4x6 3x8 3x8 8x8 3x6 3x6 3x6 3x6 5-6-0 5-6-0 12-5-8 6-11-8 19-5-0 6-11-8 24-11-0 5-6-0 -0-11-0 0-11-0 5-6-0 5-6-0 12-5-8 6-11-8 19-5-0 6-11-8 24-11-0 5-6-0 2-8-712-0-92-8-79.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.50 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 0.01 -0.04 (loc) 8-9 8-9 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-9,3-12,2-12,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1997/0-3-8, 8=4532/0-3-8 Max Horz 13=302(LC 4) Max Uplift 13=-156(LC 5), 8=-353(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/189, 3-5=-1871/330, 5-6=-1871/331, 6-7=-3441/423, 2-13=-1952/172, 7-8=-3285/388 BOT CHORD 12-13=-282/279, 10-12=-206/1426, 9-10=-289/2669 WEBS 5-10=-272/1509, 6-10=-1856/346, 6-9=-239/1811, 3-10=-190/277, 3-12=-427/141, 2-12=-75/1514, 7-9=-299/2710 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=156, 8=353. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down and 148 lb up at 15-4-12, 268 lb down and 148 lb up at 17-4-12, 268 lb down and 148 lb up at 19-4-12, and 1538 lb down and 20 lb up at 20-9-13, and 1538 lb down and 20 lb up at 22-9-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG12 Truss Type Common Girder Qty 1 Ply 2 McKenzie 92 Westvale Job Reference (optional) I38179912 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:50 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-K85B8UKWJ8gqEPtKjRrVnSvV_KALJvyGip0bSTynbB? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-7=-80, 13-14=-20, 11-14=-60, 11-16=-20, 16-18=-60, 8-18=-20 Concentrated Loads (lb) Vert: 9=-235(F) 15=-235(F) 17=-235(F) 19=-1538(F) 20=-1538(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss TG13 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179913 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-oLfZMqL84SohsZSWH8MkKgSlnkbB2U8QxTl8?vynbB_ Scale = 1:35.9 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x4 3x4 3x6 3-0-0 3-0-0 6-0-0 3-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 6-0-0 3-0-0 2-11-125-9-145-11-125-9-1412.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.08 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=378/Mechanical, 7=479/0-3-8 Max Horz 7=103(LC 4) Max Uplift 5=-220(LC 5), 7=-104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/111, 2-7=-450/114 WEBS 3-5=-250/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=220, 7=104. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 25 lb up at 4-0-12 on top chord, and 180 lb down and 217 lb up at 3-0-0, and 43 lb down and 73 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-180 9=-22(B) August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179914 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-GXDyZAMmrmwYTj1irruzst_vJ8tBny5Z97VhWLynbAz Scale = 1:42.4 1 2 3 4 5 9 8 7 610113x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-4-11 17-4-11 17-5-0 0-0-5 8-8-8 8-8-8 17-5-0 8-8-8 0-0-46-6-60-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.35 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-6. (lb) - Max Horz 1=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-120(LC 6), 6=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=439(LC 1), 9=540(LC 10), 6=540(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-391/169, 4-6=-394/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=120, 6=119. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179915 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-GXDyZAMmrmwYTj1irruzst_qn8xynzKZ97VhWLynbAz Scale = 1:28.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-11 12-0-11 12-1-0 0-0-5 6-0-8 6-0-8 12-1-0 6-0-8 0-0-44-6-60-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-6. (lb) - Max Horz 1=96(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=310(LC 1), 8=373(LC 10), 6=373(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-314/137, 4-6=-314/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179916 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-kjnKmWMPb33P5tcuPZPCP5X51YG?WRQjOnEF2nynbAy Scale = 1:18.0 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 6-9-0 6-8-11 3-4-8 3-4-8 6-9-0 3-4-8 0-0-42-6-60-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.18 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=151/6-8-6, 3=151/6-8-6, 4=286/6-8-6 Max Horz 1=-50(LC 4) Max Uplift 1=-9(LC 6), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179917 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-CwLi_sN1MNBGj1A5yGwRyI491yajFt7sdR_oaEynbAx Scale = 1:32.7 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-5-11 5-5-11 0-0-45-5-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.66 0.28 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-74/5-5-7, 4=155/5-5-7, 5=417/5-5-7 Max Horz 1=151(LC 6) Max Uplift 1=-74(LC 1), 4=-57(LC 6), 5=-151(LC 6) Max Grav 1=177(LC 6), 4=155(LC 1), 5=417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/105 WEBS 2-5=-333/226 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=151. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179918 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-CwLi_sN1MNBGj1A5yGwRyI4AbyabFuVsdR_oaEynbAx Scale = 1:22.9 1 2 32x4 2x4 2x4 3-11-11 3-11-11 0-0-43-11-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.62 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=174/3-11-7, 3=174/3-11-7 Max Horz 1=105(LC 6) Max Uplift 3=-63(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179919 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-g6v4BCOf7hJ7KAlHW_RgUWcQyLzt_Ll0r5jM7gynbAw Scale = 1:15.4 1 2 3 2x4 2x4 2x4 2-5-11 2-5-11 0-0-42-5-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/2-5-7, 3=99/2-5-7 Max Horz 1=60(LC 6) Max Uplift 3=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179920 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-g6v4BCOf7hJ7KAlHW_RgUWcQ9Lxe_Lu0r5jM7gynbAw Scale: 1/2"=1' 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 6-7-15 6-7-11 3-5-7 3-5-7 6-7-15 3-2-8 0-0-43-5-70-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=176/6-10-7, 3=176/6-10-7, 4=269/6-10-7 Max Horz 1=-71(LC 4) Max Uplift 1=-13(LC 7), 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179921 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-8ISSPYPHu_R_yKKT4hyv1j9cnlKZjof94lTvf6ynbAv Scale = 1:12.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 3-10-15 3-10-11 1-11-7 1-11-7 3-10-15 1-11-7 0-0-41-11-70-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=98/3-10-7, 3=98/3-10-7, 4=124/3-10-7 Max Horz 1=-36(LC 4) Max Uplift 1=-10(LC 7), 3=-10(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179922 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-8ISSPYPHu_R_yKKT4hyv1j9SSl5HjlT94lTvf6ynbAv Scale = 1:18.7 1 2 4 3 5 3x6 8x8 2x4 3x4 4-7-0 4-7-0 2-0-103-2-22.94 12 *** Design Problems *** REVIEW REQUIRED Analog creation failure Plate Offsets (X,Y)-- [1:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.98 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=455/4-7-0, 3=448/4-7-0 Max Horz 4=211(LC 5) Max Uplift 4=-44(LC 4), 3=-128(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/55, 2-3=-289/242 BOT CHORD 3-4=-769/0 WEBS 1-3=0/577 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=128. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179923 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cU0rctQvfIZraUvgePT8ZxigP9cZSFFIJPCSBZynbAu Scale = 1:8.9 1 2 3 3x4 2x4 2x4 4-9-10 4-9-10 0-0-41-2-22.94 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.59 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=169/4-8-9, 3=169/4-8-9 Max Horz 1=26(LC 4) Max Uplift 1=-7(LC 4), 3=-14(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179924 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-cU0rctQvfIZraUvgePT8ZxigK9YJSFFIJPCSBZynbAu Scale = 1:30.1 1 2 32x4 2x4 2x4 5-3-5 5-3-5 0-0-45-3-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.59 0.54 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=239/5-3-1, 3=239/5-3-1 Max Horz 1=145(LC 6) Max Uplift 3=-87(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179925 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-5haDqDQXQchiBeUsB6_N68EmVZvBBiUSY3y0j?ynbAt Scale = 1:26.9 1 2 32x4 2x4 2x4 4-9-7 4-9-7 0-0-44-9-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.95 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=215/4-9-3, 3=215/4-9-3 Max Horz 1=130(LC 6) Max Uplift 3=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179926 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-5haDqDQXQchiBeUsB6_N68EpiZwfBiUSY3y0j?ynbAt Scale = 1:24.5 1 2 32x4 2x4 2x4 4-3-9 4-3-9 0-0-44-3-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.75 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=190/4-3-5, 3=190/4-3-5 Max Horz 1=115(LC 6) Max Uplift 3=-69(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179927 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Zt8b1ZR9BvpZpo32lqWcfMn1FzHBw9kbmjhZGRynbAs Scale = 1:22.1 1 2 3 2x4 2x4 2x4 3-9-11 3-9-11 0-0-43-9-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=166/3-9-7, 3=166/3-9-7 Max Horz 1=100(LC 6) Max Uplift 3=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179928 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:21:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-Zt8b1ZR9BvpZpo32lqWcfMn3gzJIw9kbmjhZGRynbAs Scale = 1:19.6 1 2 3 2x4 2x4 2x4 3-3-13 3-3-13 0-0-43-3-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.41 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=141/3-3-9, 3=141/3-3-9 Max Horz 1=85(LC 6) Max Uplift 3=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179929 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-13izEvSoyDxQRyeFJX1rBZKGSMfTfb_l?NR6otynbAr Scale = 1:17.2 1 2 3 2x4 2x4 2x4 2-9-15 2-9-15 0-0-42-9-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=117/2-9-11, 3=117/2-9-11 Max Horz 1=71(LC 6) Max Uplift 3=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179930 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-13izEvSoyDxQRyeFJX1rBZKI5MgEfb_l?NR6otynbAr Scale = 1:14.7 1 2 3 2x4 2x4 2x4 2-4-1 2-4-1 0-0-42-4-112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=92/2-3-13, 3=92/2-3-13 Max Horz 1=56(LC 6) Max Uplift 3=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179931 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-VGGLSFTQjX3G25DRtEY4knsU6m12O2EuE1AgKKynbAq Scale = 1:12.2 1 2 3 2x4 2x4 2x4 1-10-3 1-10-3 0-0-41-10-312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=68/1-9-15, 3=68/1-9-15 Max Horz 1=41(LC 6) Max Uplift 3=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V19 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179932 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-VGGLSFTQjX3G25DRtEY4knsV_m1SO2EuE1AgKKynbAq Scale = 1:9.7 1 2 3 2x4 2x4 2x4 1-4-5 1-4-5 0-0-41-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=43/1-4-1, 3=43/1-4-1 Max Horz 1=26(LC 6) Max Uplift 3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V20 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179933 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zSqkfbT2UqB7gFodQy3JG_PcRAJP7UQ1ShwDtmynbAp Scale = 1:26.1 1 2 3 43x4 4x6 3x4 2x4 7-7-2 7-7-2 7-7-6 0-0-4 3-9-11 3-9-11 7-7-6 3-9-11 0-0-43-9-110-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=195/7-6-14, 3=195/7-6-14, 4=300/7-6-14 Max Horz 1=79(LC 5) Max Uplift 1=-14(LC 7), 3=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V21 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179934 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-zSqkfbT2UqB7gFodQy3JG_PdFAMU7V31ShwDtmynbAp Scale = 1:14.3 1 2 3 4 2x4 4x6 2x4 2x4 4-7-2 4-7-2 4-7-6 0-0-4 2-3-11 2-3-11 4-7-6 2-3-11 0-0-42-3-110-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=120/4-6-14, 3=120/4-6-14, 4=152/4-6-14 Max Horz 1=-45(LC 4) Max Uplift 1=-13(LC 7), 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V22 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179935 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ReO6txUgF8J_IPMp_faYpCyfxacdsykBhKfnPCynbAo Scale = 1:16.6 1 2 3 3x8 4x8 3x4 9-1-7 9-1-7 0-0-42-2-132.94 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.48 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=385/9-0-7, 3=385/9-0-7 Max Horz 1=57(LC 4) Max Uplift 1=-17(LC 4), 3=-31(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/8, 2-3=-280/111 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V23 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179936 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ReO6txUgF8J_IPMp_faYpCymaahgsykBhKfnPCynbAo Scale = 1:14.9 1 2 3 2x4 2x4 2x4 3-2-5 3-2-5 0-0-42-4-129.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/3-2-0, 3=131/3-2-0 Max Horz 1=59(LC 6) Max Uplift 3=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V24 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179937 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vrxU4HVI0SRrvZx0YN5nMPUt0__BbOiKw_PKxfynbAn Scale = 1:26.1 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-10-5 5-10-5 0-0-44-4-129.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.63 0.27 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-28/5-10-0, 4=156/5-10-0, 5=400/5-10-0 Max Horz 1=120(LC 6) Max Uplift 1=-28(LC 1), 4=-36(LC 6), 5=-93(LC 6) Max Grav 1=96(LC 6), 4=156(LC 1), 5=400(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-320/158 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V25 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179938 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-vrxU4HVI0SRrvZx0YN5nMPUyt_?CbNrKw_PKxfynbAn Scale = 1:38.3 1 2 3 5 463x6 2x4 2x4 2x4 2x4 8-9-9 8-9-9 0-0-46-7-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.21 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=168/8-9-4, 4=211/8-9-4, 5=567/8-9-4 Max Horz 1=186(LC 6) Max Uplift 4=-33(LC 6), 5=-117(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-393/180 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=117. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V26 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179939 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-N1VsIcWwnlZiXjWC64c0ud13tNLpKr0U9e8tT5ynbAm Scale = 1:27.2 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-1-9 6-1-9 0-0-44-7-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=19/6-1-4, 4=164/6-1-4, 5=372/6-1-4 Max Horz 1=126(LC 6) Max Uplift 1=-3(LC 4), 4=-38(LC 6), 5=-85(LC 6) Max Grav 1=89(LC 6), 4=164(LC 1), 5=372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-303/150 NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V27 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179940 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-N1VsIcWwnlZiXjWC64c0ud15uNLZKsDU9e8tT5ynbAm Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-5-9 3-5-9 0-0-42-7-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=144/3-5-4, 3=144/3-5-4 Max Horz 1=65(LC 6) Max Uplift 3=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V28 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179941 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-sD3EVyXZY3hZ9t5Ofo8FRqaCOnfr3JTdNIuR0XynbAl Scale: 1/2"=1' 1 2 32x4 2x4 2x4 4-2-3 4-2-3 0-0-44-2-312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.70 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=184/4-1-15, 3=184/4-1-15 Max Horz 1=111(LC 6) Max Uplift 3=-67(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V29 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179942 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-sD3EVyXZY3hZ9t5Ofo8FRqaE5nh53JTdNIuR0XynbAl Scale = 1:21.5 1 2 3 2x4 2x4 2x4 3-8-5 3-8-5 0-0-43-8-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=160/3-8-1, 3=160/3-8-1 Max Horz 1=97(LC 6) Max Uplift 3=-58(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V30 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179943 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-KQddiIXBINpQm0gbDVfUz26SAB2Pomjncyd_YzynbAk Scale = 1:19.1 1 2 3 2x4 2x4 2x4 3-2-7 3-2-7 0-0-43-2-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.38 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=135/3-2-3, 3=135/3-2-3 Max Horz 1=82(LC 6) Max Uplift 3=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V31 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179944 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-KQddiIXBINpQm0gbDVfUz26U6B3Iomjncyd_YzynbAk Scale = 1:16.6 1 2 3 2x4 2x4 2x4 2-8-9 2-8-9 0-0-42-8-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=111/2-8-5, 3=111/2-8-5 Max Horz 1=67(LC 6) Max Uplift 3=-40(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V32 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179945 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ocB?weYp3gxHOAFnnDAjWFfgQbPFXDzwrcNY4QynbAj Scale = 1:14.1 1 2 3 2x4 2x4 2x4 2-2-11 2-2-11 0-0-42-2-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-2-7, 3=86/2-2-7 Max Horz 1=52(LC 6) Max Uplift 3=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V33 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179946 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-ocB?weYp3gxHOAFnnDAjWFfhbbQnXDzwrcNY4QynbAj Scale = 1:11.6 1 2 3 2x4 2x4 2x4 1-8-13 1-8-13 0-0-41-8-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=62/1-8-9, 3=62/1-8-9 Max Horz 1=37(LC 6) Max Uplift 3=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902250 Truss V34 Truss Type Valley Qty 1 Ply 1 McKenzie 92 Westvale Job Reference (optional) I38179947 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 15 13:22:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:F4Dskggrgp?ld_cJkE674SynfNC-GolN7_ZRq_480KqzLwhy3TCt7?mNGgD34G65csynbAi Scale = 1:9.1 1 2 3 2x4 2x4 2x4 1-2-15 1-2-15 0-0-41-2-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=37/1-2-11, 3=37/1-2-11 Max Horz 1=23(LC 6) Max Uplift 3=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 115mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 15,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths